The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content
Abstract In the process of heat conduction between thermo-active ground structures and the ground, the change of the temperature field will lead to the change of the soil stress field and the change of mechanical properties of soil and soil-structure interface. Based on the quadruple shear strain-co...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Pan, Weidong [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022 |
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| Schlagwörter: |
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| Anmerkung: |
© Saudi Society for Geosciences 2022 |
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| Übergeordnetes Werk: |
Enthalten in: Arabian journal of geosciences - Berlin : Springer, 2008, 15(2022), 10 vom: Mai |
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| Übergeordnetes Werk: |
volume:15 ; year:2022 ; number:10 ; month:05 |
| Links: |
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| DOI / URN: |
10.1007/s12517-022-10235-x |
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| Katalog-ID: |
SPR046992618 |
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| 100 | 1 | |a Pan, Weidong |e verfasserin |4 aut | |
| 245 | 1 | 4 | |a The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content |
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| 520 | |a Abstract In the process of heat conduction between thermo-active ground structures and the ground, the change of the temperature field will lead to the change of the soil stress field and the change of mechanical properties of soil and soil-structure interface. Based on the quadruple shear strain-controlled direct shear apparatus, a temperature-controlled system was added and converted into a temperature-controlled direct shear apparatus. A series of temperature-controlled interface direct shear tests were carried out between sand and concrete with different contents of fine-grained soil to investigate the effect of the fine-grained soil content and temperature on the interface shear strength parameters. Based on the shear strength theory of unsaturated soil, the interface friction mechanism was summarized, and the micro mechanism of temperature effect of the interface shear characteristics was analyzed. It is found that the temperature has little effect on the type of the interface shear stress versus shear displacement curve (τ-l curve), but has a slight effect on the peak point. When the content of fine-grained soil β≤11%, the interface shear strength index first decreases and then increases with the increase of temperature, and the minimum value appears at the temperature of 40°C (T=40°C). The interface shear strength indexes all increase with the increase of temperature when β >11%. With the increase of the fine-grained soil content, the interface internal friction angle is negatively correlated, and the interface cohesion force is positively correlated. | ||
| 650 | 4 | |a Sand-concrete interface |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Temperature effect |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Interface shear characteristic |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Fine-grained soil content |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Jiang, Hao |0 (orcid)0000-0002-2736-7676 |4 aut | |
| 700 | 1 | |a Chen, Jian |4 aut | |
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10.1007/s12517-022-10235-x doi (DE-627)SPR046992618 (SPR)s12517-022-10235-x-e DE-627 ger DE-627 rakwb eng Pan, Weidong verfasserin aut The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences 2022 Abstract In the process of heat conduction between thermo-active ground structures and the ground, the change of the temperature field will lead to the change of the soil stress field and the change of mechanical properties of soil and soil-structure interface. Based on the quadruple shear strain-controlled direct shear apparatus, a temperature-controlled system was added and converted into a temperature-controlled direct shear apparatus. A series of temperature-controlled interface direct shear tests were carried out between sand and concrete with different contents of fine-grained soil to investigate the effect of the fine-grained soil content and temperature on the interface shear strength parameters. Based on the shear strength theory of unsaturated soil, the interface friction mechanism was summarized, and the micro mechanism of temperature effect of the interface shear characteristics was analyzed. It is found that the temperature has little effect on the type of the interface shear stress versus shear displacement curve (τ-l curve), but has a slight effect on the peak point. When the content of fine-grained soil β≤11%, the interface shear strength index first decreases and then increases with the increase of temperature, and the minimum value appears at the temperature of 40°C (T=40°C). The interface shear strength indexes all increase with the increase of temperature when β >11%. With the increase of the fine-grained soil content, the interface internal friction angle is negatively correlated, and the interface cohesion force is positively correlated. Sand-concrete interface (dpeaa)DE-He213 Temperature effect (dpeaa)DE-He213 Interface shear characteristic (dpeaa)DE-He213 Fine-grained soil content (dpeaa)DE-He213 Jiang, Hao (orcid)0000-0002-2736-7676 aut Chen, Jian aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 15(2022), 10 vom: Mai (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:15 year:2022 number:10 month:05 https://dx.doi.org/10.1007/s12517-022-10235-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 15 2022 10 05 |
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10.1007/s12517-022-10235-x doi (DE-627)SPR046992618 (SPR)s12517-022-10235-x-e DE-627 ger DE-627 rakwb eng Pan, Weidong verfasserin aut The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences 2022 Abstract In the process of heat conduction between thermo-active ground structures and the ground, the change of the temperature field will lead to the change of the soil stress field and the change of mechanical properties of soil and soil-structure interface. Based on the quadruple shear strain-controlled direct shear apparatus, a temperature-controlled system was added and converted into a temperature-controlled direct shear apparatus. A series of temperature-controlled interface direct shear tests were carried out between sand and concrete with different contents of fine-grained soil to investigate the effect of the fine-grained soil content and temperature on the interface shear strength parameters. Based on the shear strength theory of unsaturated soil, the interface friction mechanism was summarized, and the micro mechanism of temperature effect of the interface shear characteristics was analyzed. It is found that the temperature has little effect on the type of the interface shear stress versus shear displacement curve (τ-l curve), but has a slight effect on the peak point. When the content of fine-grained soil β≤11%, the interface shear strength index first decreases and then increases with the increase of temperature, and the minimum value appears at the temperature of 40°C (T=40°C). The interface shear strength indexes all increase with the increase of temperature when β >11%. With the increase of the fine-grained soil content, the interface internal friction angle is negatively correlated, and the interface cohesion force is positively correlated. Sand-concrete interface (dpeaa)DE-He213 Temperature effect (dpeaa)DE-He213 Interface shear characteristic (dpeaa)DE-He213 Fine-grained soil content (dpeaa)DE-He213 Jiang, Hao (orcid)0000-0002-2736-7676 aut Chen, Jian aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 15(2022), 10 vom: Mai (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:15 year:2022 number:10 month:05 https://dx.doi.org/10.1007/s12517-022-10235-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 15 2022 10 05 |
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10.1007/s12517-022-10235-x doi (DE-627)SPR046992618 (SPR)s12517-022-10235-x-e DE-627 ger DE-627 rakwb eng Pan, Weidong verfasserin aut The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences 2022 Abstract In the process of heat conduction between thermo-active ground structures and the ground, the change of the temperature field will lead to the change of the soil stress field and the change of mechanical properties of soil and soil-structure interface. Based on the quadruple shear strain-controlled direct shear apparatus, a temperature-controlled system was added and converted into a temperature-controlled direct shear apparatus. A series of temperature-controlled interface direct shear tests were carried out between sand and concrete with different contents of fine-grained soil to investigate the effect of the fine-grained soil content and temperature on the interface shear strength parameters. Based on the shear strength theory of unsaturated soil, the interface friction mechanism was summarized, and the micro mechanism of temperature effect of the interface shear characteristics was analyzed. It is found that the temperature has little effect on the type of the interface shear stress versus shear displacement curve (τ-l curve), but has a slight effect on the peak point. When the content of fine-grained soil β≤11%, the interface shear strength index first decreases and then increases with the increase of temperature, and the minimum value appears at the temperature of 40°C (T=40°C). The interface shear strength indexes all increase with the increase of temperature when β >11%. With the increase of the fine-grained soil content, the interface internal friction angle is negatively correlated, and the interface cohesion force is positively correlated. Sand-concrete interface (dpeaa)DE-He213 Temperature effect (dpeaa)DE-He213 Interface shear characteristic (dpeaa)DE-He213 Fine-grained soil content (dpeaa)DE-He213 Jiang, Hao (orcid)0000-0002-2736-7676 aut Chen, Jian aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 15(2022), 10 vom: Mai (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:15 year:2022 number:10 month:05 https://dx.doi.org/10.1007/s12517-022-10235-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 15 2022 10 05 |
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10.1007/s12517-022-10235-x doi (DE-627)SPR046992618 (SPR)s12517-022-10235-x-e DE-627 ger DE-627 rakwb eng Pan, Weidong verfasserin aut The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences 2022 Abstract In the process of heat conduction between thermo-active ground structures and the ground, the change of the temperature field will lead to the change of the soil stress field and the change of mechanical properties of soil and soil-structure interface. Based on the quadruple shear strain-controlled direct shear apparatus, a temperature-controlled system was added and converted into a temperature-controlled direct shear apparatus. A series of temperature-controlled interface direct shear tests were carried out between sand and concrete with different contents of fine-grained soil to investigate the effect of the fine-grained soil content and temperature on the interface shear strength parameters. Based on the shear strength theory of unsaturated soil, the interface friction mechanism was summarized, and the micro mechanism of temperature effect of the interface shear characteristics was analyzed. It is found that the temperature has little effect on the type of the interface shear stress versus shear displacement curve (τ-l curve), but has a slight effect on the peak point. When the content of fine-grained soil β≤11%, the interface shear strength index first decreases and then increases with the increase of temperature, and the minimum value appears at the temperature of 40°C (T=40°C). The interface shear strength indexes all increase with the increase of temperature when β >11%. With the increase of the fine-grained soil content, the interface internal friction angle is negatively correlated, and the interface cohesion force is positively correlated. Sand-concrete interface (dpeaa)DE-He213 Temperature effect (dpeaa)DE-He213 Interface shear characteristic (dpeaa)DE-He213 Fine-grained soil content (dpeaa)DE-He213 Jiang, Hao (orcid)0000-0002-2736-7676 aut Chen, Jian aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 15(2022), 10 vom: Mai (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:15 year:2022 number:10 month:05 https://dx.doi.org/10.1007/s12517-022-10235-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 15 2022 10 05 |
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10.1007/s12517-022-10235-x doi (DE-627)SPR046992618 (SPR)s12517-022-10235-x-e DE-627 ger DE-627 rakwb eng Pan, Weidong verfasserin aut The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences 2022 Abstract In the process of heat conduction between thermo-active ground structures and the ground, the change of the temperature field will lead to the change of the soil stress field and the change of mechanical properties of soil and soil-structure interface. Based on the quadruple shear strain-controlled direct shear apparatus, a temperature-controlled system was added and converted into a temperature-controlled direct shear apparatus. A series of temperature-controlled interface direct shear tests were carried out between sand and concrete with different contents of fine-grained soil to investigate the effect of the fine-grained soil content and temperature on the interface shear strength parameters. Based on the shear strength theory of unsaturated soil, the interface friction mechanism was summarized, and the micro mechanism of temperature effect of the interface shear characteristics was analyzed. It is found that the temperature has little effect on the type of the interface shear stress versus shear displacement curve (τ-l curve), but has a slight effect on the peak point. When the content of fine-grained soil β≤11%, the interface shear strength index first decreases and then increases with the increase of temperature, and the minimum value appears at the temperature of 40°C (T=40°C). The interface shear strength indexes all increase with the increase of temperature when β >11%. With the increase of the fine-grained soil content, the interface internal friction angle is negatively correlated, and the interface cohesion force is positively correlated. Sand-concrete interface (dpeaa)DE-He213 Temperature effect (dpeaa)DE-He213 Interface shear characteristic (dpeaa)DE-He213 Fine-grained soil content (dpeaa)DE-He213 Jiang, Hao (orcid)0000-0002-2736-7676 aut Chen, Jian aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 15(2022), 10 vom: Mai (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:15 year:2022 number:10 month:05 https://dx.doi.org/10.1007/s12517-022-10235-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 15 2022 10 05 |
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Arabian journal of geosciences |
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Pan, Weidong @@aut@@ Jiang, Hao @@aut@@ Chen, Jian @@aut@@ |
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When the content of fine-grained soil β≤11%, the interface shear strength index first decreases and then increases with the increase of temperature, and the minimum value appears at the temperature of 40°C (T=40°C). The interface shear strength indexes all increase with the increase of temperature when β >11%. 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| author |
Pan, Weidong |
| spellingShingle |
Pan, Weidong misc Sand-concrete interface misc Temperature effect misc Interface shear characteristic misc Fine-grained soil content The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content |
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The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content Sand-concrete interface (dpeaa)DE-He213 Temperature effect (dpeaa)DE-He213 Interface shear characteristic (dpeaa)DE-He213 Fine-grained soil content (dpeaa)DE-He213 |
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misc Sand-concrete interface misc Temperature effect misc Interface shear characteristic misc Fine-grained soil content |
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misc Sand-concrete interface misc Temperature effect misc Interface shear characteristic misc Fine-grained soil content |
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misc Sand-concrete interface misc Temperature effect misc Interface shear characteristic misc Fine-grained soil content |
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Arabian journal of geosciences |
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Arabian journal of geosciences |
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The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content |
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The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content |
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Pan, Weidong |
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Arabian journal of geosciences |
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Arabian journal of geosciences |
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Pan, Weidong Jiang, Hao Chen, Jian |
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Pan, Weidong |
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10.1007/s12517-022-10235-x |
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| title_sort |
effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content |
| title_auth |
The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content |
| abstract |
Abstract In the process of heat conduction between thermo-active ground structures and the ground, the change of the temperature field will lead to the change of the soil stress field and the change of mechanical properties of soil and soil-structure interface. Based on the quadruple shear strain-controlled direct shear apparatus, a temperature-controlled system was added and converted into a temperature-controlled direct shear apparatus. A series of temperature-controlled interface direct shear tests were carried out between sand and concrete with different contents of fine-grained soil to investigate the effect of the fine-grained soil content and temperature on the interface shear strength parameters. Based on the shear strength theory of unsaturated soil, the interface friction mechanism was summarized, and the micro mechanism of temperature effect of the interface shear characteristics was analyzed. It is found that the temperature has little effect on the type of the interface shear stress versus shear displacement curve (τ-l curve), but has a slight effect on the peak point. When the content of fine-grained soil β≤11%, the interface shear strength index first decreases and then increases with the increase of temperature, and the minimum value appears at the temperature of 40°C (T=40°C). The interface shear strength indexes all increase with the increase of temperature when β >11%. With the increase of the fine-grained soil content, the interface internal friction angle is negatively correlated, and the interface cohesion force is positively correlated. © Saudi Society for Geosciences 2022 |
| abstractGer |
Abstract In the process of heat conduction between thermo-active ground structures and the ground, the change of the temperature field will lead to the change of the soil stress field and the change of mechanical properties of soil and soil-structure interface. Based on the quadruple shear strain-controlled direct shear apparatus, a temperature-controlled system was added and converted into a temperature-controlled direct shear apparatus. A series of temperature-controlled interface direct shear tests were carried out between sand and concrete with different contents of fine-grained soil to investigate the effect of the fine-grained soil content and temperature on the interface shear strength parameters. Based on the shear strength theory of unsaturated soil, the interface friction mechanism was summarized, and the micro mechanism of temperature effect of the interface shear characteristics was analyzed. It is found that the temperature has little effect on the type of the interface shear stress versus shear displacement curve (τ-l curve), but has a slight effect on the peak point. When the content of fine-grained soil β≤11%, the interface shear strength index first decreases and then increases with the increase of temperature, and the minimum value appears at the temperature of 40°C (T=40°C). The interface shear strength indexes all increase with the increase of temperature when β >11%. With the increase of the fine-grained soil content, the interface internal friction angle is negatively correlated, and the interface cohesion force is positively correlated. © Saudi Society for Geosciences 2022 |
| abstract_unstemmed |
Abstract In the process of heat conduction between thermo-active ground structures and the ground, the change of the temperature field will lead to the change of the soil stress field and the change of mechanical properties of soil and soil-structure interface. Based on the quadruple shear strain-controlled direct shear apparatus, a temperature-controlled system was added and converted into a temperature-controlled direct shear apparatus. A series of temperature-controlled interface direct shear tests were carried out between sand and concrete with different contents of fine-grained soil to investigate the effect of the fine-grained soil content and temperature on the interface shear strength parameters. Based on the shear strength theory of unsaturated soil, the interface friction mechanism was summarized, and the micro mechanism of temperature effect of the interface shear characteristics was analyzed. It is found that the temperature has little effect on the type of the interface shear stress versus shear displacement curve (τ-l curve), but has a slight effect on the peak point. When the content of fine-grained soil β≤11%, the interface shear strength index first decreases and then increases with the increase of temperature, and the minimum value appears at the temperature of 40°C (T=40°C). The interface shear strength indexes all increase with the increase of temperature when β >11%. With the increase of the fine-grained soil content, the interface internal friction angle is negatively correlated, and the interface cohesion force is positively correlated. © Saudi Society for Geosciences 2022 |
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The effect of temperature on shear characteristics of interface between sand and concrete considering the fine-grained soil content |
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https://dx.doi.org/10.1007/s12517-022-10235-x |
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Jiang, Hao Chen, Jian |
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10.1007/s12517-022-10235-x |
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