Effect of cyclic loading on the behaviour of a chemically stabilised soft soil reinforced with steel fibres
This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive stren...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Oliveira, Paulo J. Venda [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2017transfer abstract |
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| Schlagwörter: |
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| Umfang: |
4 |
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| Übergeordnetes Werk: |
Enthalten in: APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS - Park, Duk-Woo ELSEVIER, 2015, Amsterdam [u.a.] |
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| Übergeordnetes Werk: |
volume:92 ; year:2017 ; pages:122-125 ; extent:4 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.soildyn.2016.10.006 |
|---|
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ELV035805749 |
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| 245 | 1 | 0 | |a Effect of cyclic loading on the behaviour of a chemically stabilised soft soil reinforced with steel fibres |
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| 520 | |a This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. | ||
| 520 | |a This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. | ||
| 650 | 7 | |a Cyclic loading |2 Elsevier | |
| 650 | 7 | |a Steel fibres |2 Elsevier | |
| 650 | 7 | |a Unconfined compression strength test |2 Elsevier | |
| 650 | 7 | |a Reinforced soil |2 Elsevier | |
| 650 | 7 | |a Stabilised soil |2 Elsevier | |
| 700 | 1 | |a Correia, António A.S. |4 oth | |
| 700 | 1 | |a Teles, João M.N.P.C. |4 oth | |
| 700 | 1 | |a Pedro, António M.G. |4 oth | |
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10.1016/j.soildyn.2016.10.006 doi GBVA2017008000004.pica (DE-627)ELV035805749 (ELSEVIER)S0267-7261(16)30367-0 DE-627 ger DE-627 rakwb eng 630 640 550 630 DE-600 640 DE-600 550 DE-600 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Oliveira, Paulo J. Venda verfasserin aut Effect of cyclic loading on the behaviour of a chemically stabilised soft soil reinforced with steel fibres 2017transfer abstract 4 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. Cyclic loading Elsevier Steel fibres Elsevier Unconfined compression strength test Elsevier Reinforced soil Elsevier Stabilised soil Elsevier Correia, António A.S. oth Teles, João M.N.P.C. oth Pedro, António M.G. oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:92 year:2017 pages:122-125 extent:4 https://doi.org/10.1016/j.soildyn.2016.10.006 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 92 2017 122-125 4 045F 630 |
| spelling |
10.1016/j.soildyn.2016.10.006 doi GBVA2017008000004.pica (DE-627)ELV035805749 (ELSEVIER)S0267-7261(16)30367-0 DE-627 ger DE-627 rakwb eng 630 640 550 630 DE-600 640 DE-600 550 DE-600 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Oliveira, Paulo J. Venda verfasserin aut Effect of cyclic loading on the behaviour of a chemically stabilised soft soil reinforced with steel fibres 2017transfer abstract 4 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. Cyclic loading Elsevier Steel fibres Elsevier Unconfined compression strength test Elsevier Reinforced soil Elsevier Stabilised soil Elsevier Correia, António A.S. oth Teles, João M.N.P.C. oth Pedro, António M.G. oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:92 year:2017 pages:122-125 extent:4 https://doi.org/10.1016/j.soildyn.2016.10.006 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 92 2017 122-125 4 045F 630 |
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10.1016/j.soildyn.2016.10.006 doi GBVA2017008000004.pica (DE-627)ELV035805749 (ELSEVIER)S0267-7261(16)30367-0 DE-627 ger DE-627 rakwb eng 630 640 550 630 DE-600 640 DE-600 550 DE-600 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Oliveira, Paulo J. Venda verfasserin aut Effect of cyclic loading on the behaviour of a chemically stabilised soft soil reinforced with steel fibres 2017transfer abstract 4 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. Cyclic loading Elsevier Steel fibres Elsevier Unconfined compression strength test Elsevier Reinforced soil Elsevier Stabilised soil Elsevier Correia, António A.S. oth Teles, João M.N.P.C. oth Pedro, António M.G. oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:92 year:2017 pages:122-125 extent:4 https://doi.org/10.1016/j.soildyn.2016.10.006 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 92 2017 122-125 4 045F 630 |
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10.1016/j.soildyn.2016.10.006 doi GBVA2017008000004.pica (DE-627)ELV035805749 (ELSEVIER)S0267-7261(16)30367-0 DE-627 ger DE-627 rakwb eng 630 640 550 630 DE-600 640 DE-600 550 DE-600 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Oliveira, Paulo J. Venda verfasserin aut Effect of cyclic loading on the behaviour of a chemically stabilised soft soil reinforced with steel fibres 2017transfer abstract 4 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. Cyclic loading Elsevier Steel fibres Elsevier Unconfined compression strength test Elsevier Reinforced soil Elsevier Stabilised soil Elsevier Correia, António A.S. oth Teles, João M.N.P.C. oth Pedro, António M.G. oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:92 year:2017 pages:122-125 extent:4 https://doi.org/10.1016/j.soildyn.2016.10.006 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 92 2017 122-125 4 045F 630 |
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10.1016/j.soildyn.2016.10.006 doi GBVA2017008000004.pica (DE-627)ELV035805749 (ELSEVIER)S0267-7261(16)30367-0 DE-627 ger DE-627 rakwb eng 630 640 550 630 DE-600 640 DE-600 550 DE-600 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Oliveira, Paulo J. Venda verfasserin aut Effect of cyclic loading on the behaviour of a chemically stabilised soft soil reinforced with steel fibres 2017transfer abstract 4 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. Cyclic loading Elsevier Steel fibres Elsevier Unconfined compression strength test Elsevier Reinforced soil Elsevier Stabilised soil Elsevier Correia, António A.S. oth Teles, João M.N.P.C. oth Pedro, António M.G. oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:92 year:2017 pages:122-125 extent:4 https://doi.org/10.1016/j.soildyn.2016.10.006 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 92 2017 122-125 4 045F 630 |
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English |
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Enthalten in APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS Amsterdam [u.a.] volume:92 year:2017 pages:122-125 extent:4 |
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Enthalten in APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS Amsterdam [u.a.] volume:92 year:2017 pages:122-125 extent:4 |
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APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS |
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Oliveira, Paulo J. Venda @@aut@@ Correia, António A.S. @@oth@@ Teles, João M.N.P.C. @@oth@@ Pedro, António M.G. @@oth@@ |
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Venda</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Effect of cyclic loading on the behaviour of a chemically stabilised soft soil reinforced with steel fibres</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2017transfer abstract</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">4</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">This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. 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effect of cyclic loading on the behaviour of a chemically stabilised soft soil reinforced with steel fibres |
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Effect of cyclic loading on the behaviour of a chemically stabilised soft soil reinforced with steel fibres |
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This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. |
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This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. |
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This work studies the effect of cyclic loading on the behaviour of a soft soil chemically stabilized with Portland cement and blast furnace granulated slag (proportion 75/25) and reinforced with steel fibres. The influence on accumulated permanent axial strain and on the unconfined compressive strength and stiffness, determined by unconfined compression strength tests, is evaluated for different numbers of load cycles applied initially to the samples. For the conditions tested, the results of the cyclic stage indicate there is a number of load cycles below which the accumulated permanent axial strain increases with the number of cycles, whereas above it, it remains almost constant. The results of the UCS tests show an increase in strength with the number of cycles, which is more pronounced in the tests performed with a low number of cycles. It was also observed an increase in stiffness until 2500 cycles were reached, while for higher number of cycles the opposite occurs. |
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