›› 2014, Vol. 35 ›› Issue (S1): 353-358.
• Geotechnical Engineering • Previous Articles Next Articles
XU Chang-jie1, 2, XU Li-ge1, 2, SUN Feng-ming1, 2, YU Jin3, YANG Di3
CLC Number:
[1] | DING Zhi, ZHANG Xiao, JIN Jie-ke, WANG Li-zhong, . Measurement analysis on whole excavation of foundation pit and deformation of adjacent metro tunnel [J]. Rock and Soil Mechanics, 2019, 40(S1): 415-423. |
[2] | WU Meng-xi, GAO Gui-yun, YANG Jia-xiu, ZHAN Zheng-gang, . A method of predicting critical gradient for piping of sand and gravel soils [J]. Rock and Soil Mechanics, 2019, 40(3): 861-870. |
[3] | ZHANG Xiao, XIAO Jun-hua, NONG Xing-zhong, GUO Jia-qi, WU Nan, . Analysis of influenced zone of foundation pit excavation adjacent to bridge pile foundation using HS-Small constitutive model [J]. Rock and Soil Mechanics, 2018, 39(S2): 263-273. |
[4] | MA Kai, YIN Li-ming, CHEN Jun-tao, CHEN Ming, WANG Zi-qi, CUI Bo-qiang,. Theoretical analysis on failure of water-resisting key strata in the floor by local high confined water in deep mining [J]. , 2018, 39(9): 3213-3222. |
[5] | ZHANG Yu-wei, XIE Yong-li, WENG Mu-sheng,. Centrifugal test on influence of asymmetric foundation excavation to an underlying subway tunnel [J]. , 2018, 39(7): 2555-2562. |
[6] | LI Wei, XU Qiang, WU Li-zhou, LI Si-qi, . Influence of seepage forms of confined water on translational landslide [J]. , 2018, 39(4): 1401-1410. |
[7] | CAO Hong , XIAO Ying-ping , . Experimental study of permeability characteristics of surface soil during seepage and deformation [J]. , 2017, 38(9): 2465-2472. |
[8] | WU Meng-xi, YU Ting, ZHANG Qi,. Finite element simulation of influence of deep overburden suffusion on dam stress and deformation [J]. , 2017, 38(7): 2087-2095. |
[9] | ZHU Guang-li, ZHANG Wen-quan, ZHANG Gui-bin, WANG Shu-li,. Experimental study on fault activation conducting water inrush [J]. , 2017, 38(11): 3163-3172. |
[10] | WANG Li-feng,PANG Jin,XU Yun-fu,YANG Kai-fang,. Influence of foundation pit excavation on adjacent metro tunnels [J]. , 2016, 37(7): 2004-2010. |
[11] | CHEN Jian-sheng , YUAN Ke-long , WANG Shuang , ZHANG Hua , HE Wen-zheng , . Experimental research on piping development considering buried depth of fine sand [J]. , 2015, 36(3): 653-659. |
[12] | WANG Shuang , CHEN Jian-sheng , ZHOU Peng,. Effect of thickness of fine sand layer on piping development in three-stratum dike foundation [J]. , 2015, 36(10): 2847-2854. |
[13] | ZHANG Rong-ze , QIAN Jian-gu , . Model tests on excavation-induced ground settlement due to movement of retaining wall [J]. , 2015, 36(10): 2921-2926. |
[14] | CHEN Jian-sheng,HE Hai-qing,WANG Shuang,ZENG Ming-ming,WANG Ting,HE Wen-zheng. Analysis of piping sanding and flux of cohesionless soils [J]. , 2014, 35(3): 623-630. |
[15] | NI Xiao-dong , ZHAO Shuai-long , WANG Yuan , . Study of mathematical model for piping development considering development of weak zone [J]. , 2014, 35(12): 3627-3635. |
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