A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure
To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic con...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Yang, Weimin [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2019transfer abstract |
|---|
| Schlagwörter: |
|---|
| Übergeordnetes Werk: |
Enthalten in: Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? - Zhang, Liwen ELSEVIER, 2022, incorporating one Trenchless technology research supplement : the official journal of the International Tunnelling Association, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:93 ; year:2019 ; pages:0 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.tust.2019.103078 |
|---|
| Katalog-ID: |
ELV047905492 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | ELV047905492 | ||
| 003 | DE-627 | ||
| 005 | 20230626020756.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 191023s2019 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1016/j.tust.2019.103078 |2 doi | |
| 028 | 5 | 2 | |a GBV00000000000747.pica |
| 035 | |a (DE-627)ELV047905492 | ||
| 035 | |a (ELSEVIER)S0886-7798(19)30265-2 | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 630 |a 640 |a 570 |q VZ |
| 084 | |a BIODIV |q DE-30 |2 fid | ||
| 100 | 1 | |a Yang, Weimin |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure |
| 264 | 1 | |c 2019transfer abstract | |
| 336 | |a nicht spezifiziert |b zzz |2 rdacontent | ||
| 337 | |a nicht spezifiziert |b z |2 rdamedia | ||
| 338 | |a nicht spezifiziert |b zu |2 rdacarrier | ||
| 520 | |a To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. | ||
| 520 | |a To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. | ||
| 650 | 7 | |a Precursory information |2 Elsevier | |
| 650 | 7 | |a Geomechanical model test |2 Elsevier | |
| 650 | 7 | |a Rock mass failure |2 Elsevier | |
| 650 | 7 | |a True triaxial apparatus |2 Elsevier | |
| 650 | 7 | |a Water inrush |2 Elsevier | |
| 700 | 1 | |a Wang, Meixia |4 oth | |
| 700 | 1 | |a Zhou, Zongqing |4 oth | |
| 700 | 1 | |a Li, Liping |4 oth | |
| 700 | 1 | |a Yuan, Yongcai |4 oth | |
| 700 | 1 | |a Gao, Chenglu |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier Science |a Zhang, Liwen ELSEVIER |t Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? |d 2022 |d incorporating one Trenchless technology research supplement : the official journal of the International Tunnelling Association |g Amsterdam [u.a.] |w (DE-627)ELV009036377 |
| 773 | 1 | 8 | |g volume:93 |g year:2019 |g pages:0 |
| 856 | 4 | 0 | |u https://doi.org/10.1016/j.tust.2019.103078 |3 Volltext |
| 912 | |a GBV_USEFLAG_U | ||
| 912 | |a GBV_ELV | ||
| 912 | |a SYSFLAG_U | ||
| 912 | |a FID-BIODIV | ||
| 912 | |a SSG-OLC-PHA | ||
| 912 | |a SSG-OPC-FOR | ||
| 951 | |a AR | ||
| 952 | |d 93 |j 2019 |h 0 | ||
| author_variant |
w y wy |
|---|---|
| matchkey_str |
yangweiminwangmeixiazhouzongqingliliping:2019----:tutixagoehncloetsaprtsosuyntercroynomtoowtrnu |
| hierarchy_sort_str |
2019transfer abstract |
| publishDate |
2019 |
| allfields |
10.1016/j.tust.2019.103078 doi GBV00000000000747.pica (DE-627)ELV047905492 (ELSEVIER)S0886-7798(19)30265-2 DE-627 ger DE-627 rakwb eng 630 640 570 VZ BIODIV DE-30 fid Yang, Weimin verfasserin aut A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure 2019transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. Precursory information Elsevier Geomechanical model test Elsevier Rock mass failure Elsevier True triaxial apparatus Elsevier Water inrush Elsevier Wang, Meixia oth Zhou, Zongqing oth Li, Liping oth Yuan, Yongcai oth Gao, Chenglu oth Enthalten in Elsevier Science Zhang, Liwen ELSEVIER Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? 2022 incorporating one Trenchless technology research supplement : the official journal of the International Tunnelling Association Amsterdam [u.a.] (DE-627)ELV009036377 volume:93 year:2019 pages:0 https://doi.org/10.1016/j.tust.2019.103078 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA SSG-OPC-FOR AR 93 2019 0 |
| spelling |
10.1016/j.tust.2019.103078 doi GBV00000000000747.pica (DE-627)ELV047905492 (ELSEVIER)S0886-7798(19)30265-2 DE-627 ger DE-627 rakwb eng 630 640 570 VZ BIODIV DE-30 fid Yang, Weimin verfasserin aut A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure 2019transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. Precursory information Elsevier Geomechanical model test Elsevier Rock mass failure Elsevier True triaxial apparatus Elsevier Water inrush Elsevier Wang, Meixia oth Zhou, Zongqing oth Li, Liping oth Yuan, Yongcai oth Gao, Chenglu oth Enthalten in Elsevier Science Zhang, Liwen ELSEVIER Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? 2022 incorporating one Trenchless technology research supplement : the official journal of the International Tunnelling Association Amsterdam [u.a.] (DE-627)ELV009036377 volume:93 year:2019 pages:0 https://doi.org/10.1016/j.tust.2019.103078 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA SSG-OPC-FOR AR 93 2019 0 |
| allfields_unstemmed |
10.1016/j.tust.2019.103078 doi GBV00000000000747.pica (DE-627)ELV047905492 (ELSEVIER)S0886-7798(19)30265-2 DE-627 ger DE-627 rakwb eng 630 640 570 VZ BIODIV DE-30 fid Yang, Weimin verfasserin aut A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure 2019transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. Precursory information Elsevier Geomechanical model test Elsevier Rock mass failure Elsevier True triaxial apparatus Elsevier Water inrush Elsevier Wang, Meixia oth Zhou, Zongqing oth Li, Liping oth Yuan, Yongcai oth Gao, Chenglu oth Enthalten in Elsevier Science Zhang, Liwen ELSEVIER Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? 2022 incorporating one Trenchless technology research supplement : the official journal of the International Tunnelling Association Amsterdam [u.a.] (DE-627)ELV009036377 volume:93 year:2019 pages:0 https://doi.org/10.1016/j.tust.2019.103078 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA SSG-OPC-FOR AR 93 2019 0 |
| allfieldsGer |
10.1016/j.tust.2019.103078 doi GBV00000000000747.pica (DE-627)ELV047905492 (ELSEVIER)S0886-7798(19)30265-2 DE-627 ger DE-627 rakwb eng 630 640 570 VZ BIODIV DE-30 fid Yang, Weimin verfasserin aut A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure 2019transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. Precursory information Elsevier Geomechanical model test Elsevier Rock mass failure Elsevier True triaxial apparatus Elsevier Water inrush Elsevier Wang, Meixia oth Zhou, Zongqing oth Li, Liping oth Yuan, Yongcai oth Gao, Chenglu oth Enthalten in Elsevier Science Zhang, Liwen ELSEVIER Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? 2022 incorporating one Trenchless technology research supplement : the official journal of the International Tunnelling Association Amsterdam [u.a.] (DE-627)ELV009036377 volume:93 year:2019 pages:0 https://doi.org/10.1016/j.tust.2019.103078 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA SSG-OPC-FOR AR 93 2019 0 |
| allfieldsSound |
10.1016/j.tust.2019.103078 doi GBV00000000000747.pica (DE-627)ELV047905492 (ELSEVIER)S0886-7798(19)30265-2 DE-627 ger DE-627 rakwb eng 630 640 570 VZ BIODIV DE-30 fid Yang, Weimin verfasserin aut A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure 2019transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. Precursory information Elsevier Geomechanical model test Elsevier Rock mass failure Elsevier True triaxial apparatus Elsevier Water inrush Elsevier Wang, Meixia oth Zhou, Zongqing oth Li, Liping oth Yuan, Yongcai oth Gao, Chenglu oth Enthalten in Elsevier Science Zhang, Liwen ELSEVIER Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? 2022 incorporating one Trenchless technology research supplement : the official journal of the International Tunnelling Association Amsterdam [u.a.] (DE-627)ELV009036377 volume:93 year:2019 pages:0 https://doi.org/10.1016/j.tust.2019.103078 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA SSG-OPC-FOR AR 93 2019 0 |
| language |
English |
| source |
Enthalten in Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? Amsterdam [u.a.] volume:93 year:2019 pages:0 |
| sourceStr |
Enthalten in Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? Amsterdam [u.a.] volume:93 year:2019 pages:0 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| topic_facet |
Precursory information Geomechanical model test Rock mass failure True triaxial apparatus Water inrush |
| dewey-raw |
630 |
| isfreeaccess_bool |
false |
| container_title |
Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? |
| authorswithroles_txt_mv |
Yang, Weimin @@aut@@ Wang, Meixia @@oth@@ Zhou, Zongqing @@oth@@ Li, Liping @@oth@@ Yuan, Yongcai @@oth@@ Gao, Chenglu @@oth@@ |
| publishDateDaySort_date |
2019-01-01T00:00:00Z |
| hierarchy_top_id |
ELV009036377 |
| dewey-sort |
3630 |
| id |
ELV047905492 |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV047905492</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230626020756.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">191023s2019 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.tust.2019.103078</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBV00000000000747.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV047905492</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0886-7798(19)30265-2</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">630</subfield><subfield code="a">640</subfield><subfield code="a">570</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">BIODIV</subfield><subfield code="q">DE-30</subfield><subfield code="2">fid</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Yang, Weimin</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2019transfer abstract</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Precursory information</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Geomechanical model test</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Rock mass failure</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">True triaxial apparatus</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Water inrush</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Wang, Meixia</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Zhou, Zongqing</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Li, Liping</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Yuan, Yongcai</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Gao, Chenglu</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier Science</subfield><subfield code="a">Zhang, Liwen ELSEVIER</subfield><subfield code="t">Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift?</subfield><subfield code="d">2022</subfield><subfield code="d">incorporating one Trenchless technology research supplement : the official journal of the International Tunnelling Association</subfield><subfield code="g">Amsterdam [u.a.]</subfield><subfield code="w">(DE-627)ELV009036377</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:93</subfield><subfield code="g">year:2019</subfield><subfield code="g">pages:0</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.tust.2019.103078</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">FID-BIODIV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-FOR</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">93</subfield><subfield code="j">2019</subfield><subfield code="h">0</subfield></datafield></record></collection>
|
| author |
Yang, Weimin |
| spellingShingle |
Yang, Weimin ddc 630 fid BIODIV Elsevier Precursory information Elsevier Geomechanical model test Elsevier Rock mass failure Elsevier True triaxial apparatus Elsevier Water inrush A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure |
| authorStr |
Yang, Weimin |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)ELV009036377 |
| format |
electronic Article |
| dewey-ones |
630 - Agriculture & related technologies 640 - Home & family management 570 - Life sciences; biology |
| delete_txt_mv |
keep |
| author_role |
aut |
| collection |
elsevier |
| remote_str |
true |
| illustrated |
Not Illustrated |
| topic_title |
630 640 570 VZ BIODIV DE-30 fid A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure Precursory information Elsevier Geomechanical model test Elsevier Rock mass failure Elsevier True triaxial apparatus Elsevier Water inrush Elsevier |
| topic |
ddc 630 fid BIODIV Elsevier Precursory information Elsevier Geomechanical model test Elsevier Rock mass failure Elsevier True triaxial apparatus Elsevier Water inrush |
| topic_unstemmed |
ddc 630 fid BIODIV Elsevier Precursory information Elsevier Geomechanical model test Elsevier Rock mass failure Elsevier True triaxial apparatus Elsevier Water inrush |
| topic_browse |
ddc 630 fid BIODIV Elsevier Precursory information Elsevier Geomechanical model test Elsevier Rock mass failure Elsevier True triaxial apparatus Elsevier Water inrush |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
zu |
| author2_variant |
m w mw z z zz l l ll y y yy c g cg |
| hierarchy_parent_title |
Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? |
| hierarchy_parent_id |
ELV009036377 |
| dewey-tens |
630 - Agriculture 640 - Home & family management 570 - Life sciences; biology |
| hierarchy_top_title |
Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)ELV009036377 |
| title |
A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure |
| ctrlnum |
(DE-627)ELV047905492 (ELSEVIER)S0886-7798(19)30265-2 |
| title_full |
A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure |
| author_sort |
Yang, Weimin |
| journal |
Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? |
| journalStr |
Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology 500 - Science |
| recordtype |
marc |
| publishDateSort |
2019 |
| contenttype_str_mv |
zzz |
| container_start_page |
0 |
| author_browse |
Yang, Weimin |
| container_volume |
93 |
| class |
630 640 570 VZ BIODIV DE-30 fid |
| format_se |
Elektronische Aufsätze |
| author-letter |
Yang, Weimin |
| doi_str_mv |
10.1016/j.tust.2019.103078 |
| dewey-full |
630 640 570 |
| title_sort |
a true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure |
| title_auth |
A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure |
| abstract |
To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. |
| abstractGer |
To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. |
| abstract_unstemmed |
To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable. |
| collection_details |
GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA SSG-OPC-FOR |
| title_short |
A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure |
| url |
https://doi.org/10.1016/j.tust.2019.103078 |
| remote_bool |
true |
| author2 |
Wang, Meixia Zhou, Zongqing Li, Liping Yuan, Yongcai Gao, Chenglu |
| author2Str |
Wang, Meixia Zhou, Zongqing Li, Liping Yuan, Yongcai Gao, Chenglu |
| ppnlink |
ELV009036377 |
| mediatype_str_mv |
z |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| author2_role |
oth oth oth oth oth |
| doi_str |
10.1016/j.tust.2019.103078 |
| up_date |
2024-07-06T17:26:23.912Z |
| _version_ |
1803851434728357888 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV047905492</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230626020756.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">191023s2019 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.tust.2019.103078</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBV00000000000747.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV047905492</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0886-7798(19)30265-2</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">630</subfield><subfield code="a">640</subfield><subfield code="a">570</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">BIODIV</subfield><subfield code="q">DE-30</subfield><subfield code="2">fid</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Yang, Weimin</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2019transfer abstract</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">To study the precursory information of water inrush from impermeable rock mass failure, a true triaxial geomechanical model test apparatus was developed. The test apparatus designed is 5.5 m in length, 4.0 m in width and 2.5 m in height. It is mainly composed of a steel frame system, a hydraulic control system, a water pressure loading system and a data monitoring system. The main feature of the true triaxial model test apparatus is its ability to apply high, uniform compressive loads in all three principal directions to perform tests under true triaxial static loading conditions. The apparatus can also be used to study the solid-fluid interaction of the surrounding rock mass and water. A test sample can be placed into and removed from the apparatus automatically and conveniently by hydraulic control software. A model test of the water inrush in the Xiema Tunnel, which is located in Chongqing, China, was carried out by using this apparatus. The size of the experimental sample was 1500 × 1000 × 1000 mm. The variations in displacement, stress and seepage pressure were investigated. The test results indicate that the apparatus is stable and reliable.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Precursory information</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Geomechanical model test</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Rock mass failure</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">True triaxial apparatus</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Water inrush</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Wang, Meixia</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Zhou, Zongqing</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Li, Liping</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Yuan, Yongcai</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Gao, Chenglu</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier Science</subfield><subfield code="a">Zhang, Liwen ELSEVIER</subfield><subfield code="t">Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift?</subfield><subfield code="d">2022</subfield><subfield code="d">incorporating one Trenchless technology research supplement : the official journal of the International Tunnelling Association</subfield><subfield code="g">Amsterdam [u.a.]</subfield><subfield code="w">(DE-627)ELV009036377</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:93</subfield><subfield code="g">year:2019</subfield><subfield code="g">pages:0</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.tust.2019.103078</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">FID-BIODIV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-FOR</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">93</subfield><subfield code="j">2019</subfield><subfield code="h">0</subfield></datafield></record></collection>
|
| score |
7.397897 |