›› 2017, Vol. 38 ›› Issue (9): 2605-2612.doi: 10.16285/j.rsm.2017.09.018
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
RONG Xue-ning1, 2, XU Ri-qing1, 2, FENG Su-yang1, QIU Tao3
CLC Number:
TU 473
[1] | ZHANG Xiao-ling, ZHU Dong-zhi, XU Cheng-shun, DU Xiu-li, . Research on p-y curves of soil-pile interaction in saturated sand foundation in weakened state [J]. Rock and Soil Mechanics, 2020, 41(7): 2252-2260. |
[2] | HE Zhi-jun, LEI Hao-cheng, XIA Zhang-qi, ZHAO Lian-heng. Analysis of settlement and internal force displacement of single pile in multilayer soft soil foundation [J]. Rock and Soil Mechanics, 2020, 41(2): 655-666. |
[3] | DENG Tao, LIN Cong-yu, LIU Zhi-peng, HUANG Ming, CHEN Wen-jing, . A simplified elastoplastic method for laterally loaded single pile with large displacement [J]. Rock and Soil Mechanics, 2020, 41(1): 95-102. |
[4] | LIU Cheng-yu, ZHANG Zhi-xiang,. Improved calculation method of foundation pit enclosure structure based on p-y curve [J]. , 2018, 39(S1): 446-452. |
[5] | ZHAO Ming-hua, CHEN Yao-hao, YANG Chao-wei, XIAO Yao. Nonlinear analysis of pile in steep slope based on finite bar element method [J]. , 2018, 39(8): 3020-3028. |
[6] | LI Hong-jiang, TONG Li-yuan, LIU Song-yu, BAO Hong-yan, YANG Tao, . Parameter sensitivity of horizontal bearing capacity of large diameter and super-long bored pile [J]. , 2018, 39(5): 1825-1833. |
[7] | LI Ya, LI Shu-zhao, ZHANG Chao. An approach to analyze effects of spudcan penetration of a jack-up rig on adjacent piles in cohesive soils [J]. , 2018, 39(5): 1891-1900. |
[8] | YANG Ming-hui, FENG Chao-bo, ZHAO Ming-hua, LUO Hong. A method for calculating laterally loaded pile using strain wedge model considering slope effect [J]. , 2018, 39(4): 1271-1280. |
[9] | LIU Hong-jun, YANG Qi,. Influence of local scour on bearing performance of wind turbine supporting system [J]. , 2018, 39(2): 722-727. |
[10] | ZHOU Li-duo, KONG Gang-qiang, PENG Huai-feng, GU Hong-wei, ZHU Xi,. Theoretical analysis of bearing capacities of pile group under oblique load [J]. , 2017, 38(9): 2647-2654. |
[11] | LI Hong-jiang , TONG Li-yuan, LIU Song-yu, GU Ming-fen, LU Zhan-qiu,. Displacement standards for lateral capacity of rigid pile and flexible pile in soft soil foundation [J]. , 2017, 38(9): 2676-2682. |
[12] | LI Hong-jiang, LIU Song-yu, TONG Li-yuan, . A method for p-y curve of a single pile based on stress increment [J]. , 2017, 38(10): 2916-2922. |
[13] | YANG Xiao-feng, ZHANG Chen-rong, HUANG Mao-song, YUAN Ju-yun, . Modification of strain wedge method for lateral soil-pile interaction in sand [J]. , 2016, 37(10): 2877-2885. |
[14] | YANG Xiao-feng , ZHANG Chen-rong , YUAN Ju-yun , . Equivalent-strain wedge method for laterally loaded pile in sand considering scouring effect [J]. , 2015, 36(10): 2946-2950. |
[15] | GAO Bo-lei , ZHANG Chen-rong , ZHANG Zhao-xu,. Model tests on effect of slopes on lateral resistance of near single piles in sand [J]. , 2014, 35(11): 3191-3198. |
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