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Materials Research Innovations Volume 15, 2011 - Issue sup1
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Original Article

Analytic solution to soil arching effect and its application based on interaction of slope soil and piles

S J Li State Key Laboratory of Geomechanics and Geotechinical EngineeringInstitute of Rock and Soil Mechanics, Chinese Academy of Sciences, Xiaohongshan, Wuhan430071, ChinaCorrespondence[email protected]
,
J Chen State Key Laboratory of Geomechanics and Geotechinical EngineeringInstitute of Rock and Soil Mechanics, Chinese Academy of Sciences, Xiaohongshan, Wuhan430071, China
&
X T Feng State Key Laboratory of Geomechanics and Geotechinical EngineeringInstitute of Rock and Soil Mechanics, Chinese Academy of Sciences, Xiaohongshan, Wuhan430071, China
Pages s578-s581 | Received 20 Sep 2010, Accepted 15 Nov 2010, Published online: 12 Nov 2013

Citations (5)

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Read on this site (1)

X. M. Zhang, Y. Z. Lv, P. L. Qiu & Q. Dong. (2014) Experimental study on nominal compactness of soil–rock mixture. Materials Research Innovations 18:sup2, pages S2-853-S2-856.
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Articles from other publishers (4)

Shaonan Tan, Rui Yong & Zhen Zhong. (2021) Interaction mechanism of the anti-slide pile and sliding mass based on the soil arching effect. IOP Conference Series: Earth and Environmental Science 861:6, pages 062043.
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Elham Raee, Nader Hataf, Kazem Barkhordari & Arsalan Ghahramani. (2018) The Effect of Rigidity of Reinforced Stone Columns on Bearing Capacity of Strip Footings on the Stabilized Slopes. International Journal of Civil Engineering 17:6, pages 673-685.
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Khaled Lotfy, Rami El-Sherbiny & Abdelsalam Salem. (2015) Three Dimensional Effects of Vertical Stiffeners on Infinitely-Long Sheet-Piles in Cohesionless Soil. Three Dimensional Effects of Vertical Stiffeners on Infinitely-Long Sheet-Piles in Cohesionless Soil.
Huan Feng Qiu & Shao Jun Fu. (2014) Study on Load-Bearing Mechanism of Stabilizing Pile-Groups by FEM and its Application. Applied Mechanics and Materials 638-640, pages 656-670.
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