Experimental Study on Horizontal Resistance Parameter of Gravelly Soil Considering Slope Gradient Factor
Horizontal resistance can be significantly different for gravelly soil slope sites with different gradients. The impact of slope gradient on the horizontal resistance of soil based on a three-dimensional physical simulation test has been investigated, and the displacement of the pile top and soil pr...
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MDPI AG
2024-10-01
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| author | Yanfang Wang Jibin Chen Zhengwei Pan Lan Yang Hui Zhang Xinjia Wu |
| author_facet | Yanfang Wang Jibin Chen Zhengwei Pan Lan Yang Hui Zhang Xinjia Wu |
| author_sort | Yanfang Wang |
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| description | Horizontal resistance can be significantly different for gravelly soil slope sites with different gradients. The impact of slope gradient on the horizontal resistance of soil based on a three-dimensional physical simulation test has been investigated, and the displacement of the pile top and soil pressure for four piles under various gradients (slope gradient 0–45°) was analyzed. The research reveals that ① The soil resistance exhibits a linear increase stage, non-linear steep increase stage, and gradually stabilizing stage with the increase in load. ② The ultimate soil resistance is significantly affected by depth and displacement, and hyperbolic variation characteristics related to the displacement stage. It has a slope weakening effect, and the steeper the slope gradient, the lower the ultimate soil resistance of the pile sides, which effect is negligible when the depth exceeds 0.6–0.7 times that of the pile buried depth. ③ Based on the characteristics of horizontal ultimate resistance-displacement-depth variation in soil, a gradient factor, which is only related to the slope gradient, was used to describe the impact of gradient on the soil resistance modulus (k<sub>ini</sub>) and ultimate resistance (p<sub>u</sub>). k<sub>ini</sub> is reduced close to the ground surface and gradually increases with depth until it becomes equal to the value of level ground. The ratio between p<sub>u</sub> in slope ground and level ground was determined for slope angles. The above horizontal resistance parameters were expressed as a function based on the test data to calculate the lateral ultimate bearing capacity of gravelly soil considering the slope gradient factor. The research results developed the theory of foundation design for building structures, promoting the reliability evaluation of pile soil systems towards a more scientific and rigorous direction. |
| format | Article |
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| language | English |
| publishDate | 2024-10-01 |
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| spelling | doaj-art-4b7c698c8b9344debb2386b3a4ced5972025-08-20T02:28:03ZengMDPI AGBuildings2075-53092024-10-011411334610.3390/buildings14113346Experimental Study on Horizontal Resistance Parameter of Gravelly Soil Considering Slope Gradient FactorYanfang Wang0Jibin Chen1Zhengwei Pan2Lan Yang3Hui Zhang4Xinjia Wu5School of Civil and Hydraulic Engineering, Bengbu University, Bengbu 233030, ChinaDepartment of Civil Engineering, Chengdu Technological University (Yibin Campus), Yibin 644000, ChinaSchool of Civil and Hydraulic Engineering, Bengbu University, Bengbu 233030, ChinaSchool of Civil and Hydraulic Engineering, Bengbu University, Bengbu 233030, ChinaSchool of Civil and Hydraulic Engineering, Bengbu University, Bengbu 233030, ChinaSchool of Civil and Hydraulic Engineering, Bengbu University, Bengbu 233030, ChinaHorizontal resistance can be significantly different for gravelly soil slope sites with different gradients. The impact of slope gradient on the horizontal resistance of soil based on a three-dimensional physical simulation test has been investigated, and the displacement of the pile top and soil pressure for four piles under various gradients (slope gradient 0–45°) was analyzed. The research reveals that ① The soil resistance exhibits a linear increase stage, non-linear steep increase stage, and gradually stabilizing stage with the increase in load. ② The ultimate soil resistance is significantly affected by depth and displacement, and hyperbolic variation characteristics related to the displacement stage. It has a slope weakening effect, and the steeper the slope gradient, the lower the ultimate soil resistance of the pile sides, which effect is negligible when the depth exceeds 0.6–0.7 times that of the pile buried depth. ③ Based on the characteristics of horizontal ultimate resistance-displacement-depth variation in soil, a gradient factor, which is only related to the slope gradient, was used to describe the impact of gradient on the soil resistance modulus (k<sub>ini</sub>) and ultimate resistance (p<sub>u</sub>). k<sub>ini</sub> is reduced close to the ground surface and gradually increases with depth until it becomes equal to the value of level ground. The ratio between p<sub>u</sub> in slope ground and level ground was determined for slope angles. The above horizontal resistance parameters were expressed as a function based on the test data to calculate the lateral ultimate bearing capacity of gravelly soil considering the slope gradient factor. The research results developed the theory of foundation design for building structures, promoting the reliability evaluation of pile soil systems towards a more scientific and rigorous direction.https://www.mdpi.com/2075-5309/14/11/3346horizontal resistancegravelly soilslope gradientmechanics model test |
| spellingShingle | Yanfang Wang Jibin Chen Zhengwei Pan Lan Yang Hui Zhang Xinjia Wu Experimental Study on Horizontal Resistance Parameter of Gravelly Soil Considering Slope Gradient Factor Buildings horizontal resistance gravelly soil slope gradient mechanics model test |
| title | Experimental Study on Horizontal Resistance Parameter of Gravelly Soil Considering Slope Gradient Factor |
| title_full | Experimental Study on Horizontal Resistance Parameter of Gravelly Soil Considering Slope Gradient Factor |
| title_fullStr | Experimental Study on Horizontal Resistance Parameter of Gravelly Soil Considering Slope Gradient Factor |
| title_full_unstemmed | Experimental Study on Horizontal Resistance Parameter of Gravelly Soil Considering Slope Gradient Factor |
| title_short | Experimental Study on Horizontal Resistance Parameter of Gravelly Soil Considering Slope Gradient Factor |
| title_sort | experimental study on horizontal resistance parameter of gravelly soil considering slope gradient factor |
| topic | horizontal resistance gravelly soil slope gradient mechanics model test |
| url | https://www.mdpi.com/2075-5309/14/11/3346 |
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