Vertical dynamic response of a pipe pile in saturated soil layer
An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D el...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Liu, Hanlong [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2014transfer abstract |
|---|
| Schlagwörter: |
|---|
| Umfang: |
10 |
|---|
| Übergeordnetes Werk: |
Enthalten in: HVC : évolution plus sévère avec le génotype 3 - 2015, New York, NY [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:61 ; year:2014 ; pages:57-66 ; extent:10 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.compgeo.2014.04.006 |
|---|
| Katalog-ID: |
ELV033808368 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | ELV033808368 | ||
| 003 | DE-627 | ||
| 005 | 20230625195100.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 180603s2014 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1016/j.compgeo.2014.04.006 |2 doi | |
| 028 | 5 | 2 | |a GBVA2014008000008.pica |
| 035 | |a (DE-627)ELV033808368 | ||
| 035 | |a (ELSEVIER)S0266-352X(14)00070-6 | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | |a 004 |a 690 | |
| 082 | 0 | 4 | |a 004 |q DE-600 |
| 082 | 0 | 4 | |a 690 |q DE-600 |
| 082 | 0 | 4 | |a 600 |q VZ |
| 082 | 0 | 4 | |a 610 |q VZ |
| 082 | 0 | 4 | |a 630 |a 640 |a 580 |q VZ |
| 084 | |a BIODIV |q DE-30 |2 fid | ||
| 084 | |a 42.00 |2 bkl | ||
| 100 | 1 | |a Liu, Hanlong |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Vertical dynamic response of a pipe pile in saturated soil layer |
| 264 | 1 | |c 2014transfer abstract | |
| 300 | |a 10 | ||
| 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 An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. | ||
| 520 | |a An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. | ||
| 650 | 7 | |a Complex impedance |2 Elsevier | |
| 650 | 7 | |a Saturated soil |2 Elsevier | |
| 650 | 7 | |a Pipe pile |2 Elsevier | |
| 650 | 7 | |a Analytical solution |2 Elsevier | |
| 650 | 7 | |a Viscous damping |2 Elsevier | |
| 700 | 1 | |a Zheng, Changjie |4 oth | |
| 700 | 1 | |a Ding, Xuanming |4 oth | |
| 700 | 1 | |a Qin, Hongyu |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier |t HVC : évolution plus sévère avec le génotype 3 |d 2015 |g New York, NY [u.a.] |w (DE-627)ELV018491065 |
| 773 | 1 | 8 | |g volume:61 |g year:2014 |g pages:57-66 |g extent:10 |
| 856 | 4 | 0 | |u https://doi.org/10.1016/j.compgeo.2014.04.006 |3 Volltext |
| 912 | |a GBV_USEFLAG_U | ||
| 912 | |a GBV_ELV | ||
| 912 | |a SYSFLAG_U | ||
| 912 | |a FID-BIODIV | ||
| 936 | b | k | |a 42.00 |j Biologie: Allgemeines |q VZ |
| 951 | |a AR | ||
| 952 | |d 61 |j 2014 |h 57-66 |g 10 | ||
| 953 | |2 045F |a 004 | ||
| author_variant |
h l hl |
|---|---|
| matchkey_str |
liuhanlongzhengchangjiedingxuanmingqinho:2014----:etclyairsosoaieiena |
| hierarchy_sort_str |
2014transfer abstract |
| bklnumber |
42.00 |
| publishDate |
2014 |
| allfields |
10.1016/j.compgeo.2014.04.006 doi GBVA2014008000008.pica (DE-627)ELV033808368 (ELSEVIER)S0266-352X(14)00070-6 DE-627 ger DE-627 rakwb eng 004 690 004 DE-600 690 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Liu, Hanlong verfasserin aut Vertical dynamic response of a pipe pile in saturated soil layer 2014transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. Complex impedance Elsevier Saturated soil Elsevier Pipe pile Elsevier Analytical solution Elsevier Viscous damping Elsevier Zheng, Changjie oth Ding, Xuanming oth Qin, Hongyu oth Enthalten in Elsevier HVC : évolution plus sévère avec le génotype 3 2015 New York, NY [u.a.] (DE-627)ELV018491065 volume:61 year:2014 pages:57-66 extent:10 https://doi.org/10.1016/j.compgeo.2014.04.006 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV 42.00 Biologie: Allgemeines VZ AR 61 2014 57-66 10 045F 004 |
| spelling |
10.1016/j.compgeo.2014.04.006 doi GBVA2014008000008.pica (DE-627)ELV033808368 (ELSEVIER)S0266-352X(14)00070-6 DE-627 ger DE-627 rakwb eng 004 690 004 DE-600 690 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Liu, Hanlong verfasserin aut Vertical dynamic response of a pipe pile in saturated soil layer 2014transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. Complex impedance Elsevier Saturated soil Elsevier Pipe pile Elsevier Analytical solution Elsevier Viscous damping Elsevier Zheng, Changjie oth Ding, Xuanming oth Qin, Hongyu oth Enthalten in Elsevier HVC : évolution plus sévère avec le génotype 3 2015 New York, NY [u.a.] (DE-627)ELV018491065 volume:61 year:2014 pages:57-66 extent:10 https://doi.org/10.1016/j.compgeo.2014.04.006 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV 42.00 Biologie: Allgemeines VZ AR 61 2014 57-66 10 045F 004 |
| allfields_unstemmed |
10.1016/j.compgeo.2014.04.006 doi GBVA2014008000008.pica (DE-627)ELV033808368 (ELSEVIER)S0266-352X(14)00070-6 DE-627 ger DE-627 rakwb eng 004 690 004 DE-600 690 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Liu, Hanlong verfasserin aut Vertical dynamic response of a pipe pile in saturated soil layer 2014transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. Complex impedance Elsevier Saturated soil Elsevier Pipe pile Elsevier Analytical solution Elsevier Viscous damping Elsevier Zheng, Changjie oth Ding, Xuanming oth Qin, Hongyu oth Enthalten in Elsevier HVC : évolution plus sévère avec le génotype 3 2015 New York, NY [u.a.] (DE-627)ELV018491065 volume:61 year:2014 pages:57-66 extent:10 https://doi.org/10.1016/j.compgeo.2014.04.006 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV 42.00 Biologie: Allgemeines VZ AR 61 2014 57-66 10 045F 004 |
| allfieldsGer |
10.1016/j.compgeo.2014.04.006 doi GBVA2014008000008.pica (DE-627)ELV033808368 (ELSEVIER)S0266-352X(14)00070-6 DE-627 ger DE-627 rakwb eng 004 690 004 DE-600 690 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Liu, Hanlong verfasserin aut Vertical dynamic response of a pipe pile in saturated soil layer 2014transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. Complex impedance Elsevier Saturated soil Elsevier Pipe pile Elsevier Analytical solution Elsevier Viscous damping Elsevier Zheng, Changjie oth Ding, Xuanming oth Qin, Hongyu oth Enthalten in Elsevier HVC : évolution plus sévère avec le génotype 3 2015 New York, NY [u.a.] (DE-627)ELV018491065 volume:61 year:2014 pages:57-66 extent:10 https://doi.org/10.1016/j.compgeo.2014.04.006 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV 42.00 Biologie: Allgemeines VZ AR 61 2014 57-66 10 045F 004 |
| allfieldsSound |
10.1016/j.compgeo.2014.04.006 doi GBVA2014008000008.pica (DE-627)ELV033808368 (ELSEVIER)S0266-352X(14)00070-6 DE-627 ger DE-627 rakwb eng 004 690 004 DE-600 690 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Liu, Hanlong verfasserin aut Vertical dynamic response of a pipe pile in saturated soil layer 2014transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. Complex impedance Elsevier Saturated soil Elsevier Pipe pile Elsevier Analytical solution Elsevier Viscous damping Elsevier Zheng, Changjie oth Ding, Xuanming oth Qin, Hongyu oth Enthalten in Elsevier HVC : évolution plus sévère avec le génotype 3 2015 New York, NY [u.a.] (DE-627)ELV018491065 volume:61 year:2014 pages:57-66 extent:10 https://doi.org/10.1016/j.compgeo.2014.04.006 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV 42.00 Biologie: Allgemeines VZ AR 61 2014 57-66 10 045F 004 |
| language |
English |
| source |
Enthalten in HVC : évolution plus sévère avec le génotype 3 New York, NY [u.a.] volume:61 year:2014 pages:57-66 extent:10 |
| sourceStr |
Enthalten in HVC : évolution plus sévère avec le génotype 3 New York, NY [u.a.] volume:61 year:2014 pages:57-66 extent:10 |
| format_phy_str_mv |
Article |
| bklname |
Biologie: Allgemeines |
| institution |
findex.gbv.de |
| topic_facet |
Complex impedance Saturated soil Pipe pile Analytical solution Viscous damping |
| dewey-raw |
004 |
| isfreeaccess_bool |
false |
| container_title |
HVC : évolution plus sévère avec le génotype 3 |
| authorswithroles_txt_mv |
Liu, Hanlong @@aut@@ Zheng, Changjie @@oth@@ Ding, Xuanming @@oth@@ Qin, Hongyu @@oth@@ |
| publishDateDaySort_date |
2014-01-01T00:00:00Z |
| hierarchy_top_id |
ELV018491065 |
| dewey-sort |
14 |
| id |
ELV033808368 |
| 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">ELV033808368</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230625195100.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">180603s2014 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.compgeo.2014.04.006</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBVA2014008000008.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV033808368</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0266-352X(14)00070-6</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=" "><subfield code="a">004</subfield><subfield code="a">690</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">004</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">690</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">600</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">610</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">630</subfield><subfield code="a">640</subfield><subfield code="a">580</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="084" ind1=" " ind2=" "><subfield code="a">42.00</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Liu, Hanlong</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Vertical dynamic response of a pipe pile in saturated soil layer</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2014transfer abstract</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">10</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">An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Complex impedance</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Saturated soil</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Pipe pile</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Analytical solution</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Viscous damping</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Zheng, Changjie</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Ding, Xuanming</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Qin, Hongyu</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier</subfield><subfield code="t">HVC : évolution plus sévère avec le génotype 3</subfield><subfield code="d">2015</subfield><subfield code="g">New York, NY [u.a.]</subfield><subfield code="w">(DE-627)ELV018491065</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:61</subfield><subfield code="g">year:2014</subfield><subfield code="g">pages:57-66</subfield><subfield code="g">extent:10</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.compgeo.2014.04.006</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="936" ind1="b" ind2="k"><subfield code="a">42.00</subfield><subfield code="j">Biologie: Allgemeines</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">61</subfield><subfield code="j">2014</subfield><subfield code="h">57-66</subfield><subfield code="g">10</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">004</subfield></datafield></record></collection>
|
| author |
Liu, Hanlong |
| spellingShingle |
Liu, Hanlong ddc 004 ddc 690 ddc 600 ddc 610 ddc 630 fid BIODIV bkl 42.00 Elsevier Complex impedance Elsevier Saturated soil Elsevier Pipe pile Elsevier Analytical solution Elsevier Viscous damping Vertical dynamic response of a pipe pile in saturated soil layer |
| authorStr |
Liu, Hanlong |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)ELV018491065 |
| format |
electronic Article |
| dewey-ones |
004 - Data processing & computer science 690 - Buildings 600 - Technology 610 - Medicine & health 630 - Agriculture & related technologies 640 - Home & family management 580 - Plants (Botany) |
| delete_txt_mv |
keep |
| author_role |
aut |
| collection |
elsevier |
| remote_str |
true |
| illustrated |
Not Illustrated |
| topic_title |
004 690 004 DE-600 690 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Vertical dynamic response of a pipe pile in saturated soil layer Complex impedance Elsevier Saturated soil Elsevier Pipe pile Elsevier Analytical solution Elsevier Viscous damping Elsevier |
| topic |
ddc 004 ddc 690 ddc 600 ddc 610 ddc 630 fid BIODIV bkl 42.00 Elsevier Complex impedance Elsevier Saturated soil Elsevier Pipe pile Elsevier Analytical solution Elsevier Viscous damping |
| topic_unstemmed |
ddc 004 ddc 690 ddc 600 ddc 610 ddc 630 fid BIODIV bkl 42.00 Elsevier Complex impedance Elsevier Saturated soil Elsevier Pipe pile Elsevier Analytical solution Elsevier Viscous damping |
| topic_browse |
ddc 004 ddc 690 ddc 600 ddc 610 ddc 630 fid BIODIV bkl 42.00 Elsevier Complex impedance Elsevier Saturated soil Elsevier Pipe pile Elsevier Analytical solution Elsevier Viscous damping |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
zu |
| author2_variant |
c z cz x d xd h q hq |
| hierarchy_parent_title |
HVC : évolution plus sévère avec le génotype 3 |
| hierarchy_parent_id |
ELV018491065 |
| dewey-tens |
000 - Computer science, knowledge & systems 690 - Building & construction 600 - Technology 610 - Medicine & health 630 - Agriculture 640 - Home & family management 580 - Plants (Botany) |
| hierarchy_top_title |
HVC : évolution plus sévère avec le génotype 3 |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)ELV018491065 |
| title |
Vertical dynamic response of a pipe pile in saturated soil layer |
| ctrlnum |
(DE-627)ELV033808368 (ELSEVIER)S0266-352X(14)00070-6 |
| title_full |
Vertical dynamic response of a pipe pile in saturated soil layer |
| author_sort |
Liu, Hanlong |
| journal |
HVC : évolution plus sévère avec le génotype 3 |
| journalStr |
HVC : évolution plus sévère avec le génotype 3 |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
000 - Computer science, information & general works 600 - Technology 500 - Science |
| recordtype |
marc |
| publishDateSort |
2014 |
| contenttype_str_mv |
zzz |
| container_start_page |
57 |
| author_browse |
Liu, Hanlong |
| container_volume |
61 |
| physical |
10 |
| class |
004 690 004 DE-600 690 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl |
| format_se |
Elektronische Aufsätze |
| author-letter |
Liu, Hanlong |
| doi_str_mv |
10.1016/j.compgeo.2014.04.006 |
| dewey-full |
004 690 600 610 630 640 580 |
| title_sort |
vertical dynamic response of a pipe pile in saturated soil layer |
| title_auth |
Vertical dynamic response of a pipe pile in saturated soil layer |
| abstract |
An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. |
| abstractGer |
An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. |
| abstract_unstemmed |
An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile. |
| collection_details |
GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV |
| title_short |
Vertical dynamic response of a pipe pile in saturated soil layer |
| url |
https://doi.org/10.1016/j.compgeo.2014.04.006 |
| remote_bool |
true |
| author2 |
Zheng, Changjie Ding, Xuanming Qin, Hongyu |
| author2Str |
Zheng, Changjie Ding, Xuanming Qin, Hongyu |
| ppnlink |
ELV018491065 |
| mediatype_str_mv |
z |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| author2_role |
oth oth oth |
| doi_str |
10.1016/j.compgeo.2014.04.006 |
| up_date |
2024-07-06T19:31:22.773Z |
| _version_ |
1803859297852981248 |
| 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">ELV033808368</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230625195100.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">180603s2014 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.compgeo.2014.04.006</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBVA2014008000008.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV033808368</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0266-352X(14)00070-6</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=" "><subfield code="a">004</subfield><subfield code="a">690</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">004</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">690</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">600</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">610</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">630</subfield><subfield code="a">640</subfield><subfield code="a">580</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="084" ind1=" " ind2=" "><subfield code="a">42.00</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Liu, Hanlong</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Vertical dynamic response of a pipe pile in saturated soil layer</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2014transfer abstract</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">10</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">An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a pipe pile embedded in a viscoelastic saturated soil layer. The wave propagation in the saturated soil is simulated by Biot’s 3D poroelastic theory and that in the pipe pile is simulated by 1D elastodynamic theory. Potential functions are applied to decouple the governing equations of the soil. The analytical solutions of the outer and inner soil in frequency domain are obtained by the method of separation of variables. The vertical response of the pipe pile is then obtained based on the continuity assumption of the displacement and stress between the pipe pile and both the outer and inner soil. The solution is compared with existing solutions to verify the validity. Numerical examples are presented to analyze the vibration characteristics of the pile.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Complex impedance</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Saturated soil</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Pipe pile</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Analytical solution</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Viscous damping</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Zheng, Changjie</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Ding, Xuanming</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Qin, Hongyu</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier</subfield><subfield code="t">HVC : évolution plus sévère avec le génotype 3</subfield><subfield code="d">2015</subfield><subfield code="g">New York, NY [u.a.]</subfield><subfield code="w">(DE-627)ELV018491065</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:61</subfield><subfield code="g">year:2014</subfield><subfield code="g">pages:57-66</subfield><subfield code="g">extent:10</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.compgeo.2014.04.006</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="936" ind1="b" ind2="k"><subfield code="a">42.00</subfield><subfield code="j">Biologie: Allgemeines</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">61</subfield><subfield code="j">2014</subfield><subfield code="h">57-66</subfield><subfield code="g">10</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">004</subfield></datafield></record></collection>
|
| score |
7.40077 |