›› 2016, Vol. 37 ›› Issue (10): 2825-2832.doi: 10.16285/j.rsm.2016.10.012
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHANG Fei1, 2, LI Jing-pei2, 3 , SUN Chang-an3, SHEN Guang-jun1, LI Fei1
CLC Number:
TU 471.8
[1] | ZHANG Kun-yong, ZHANG Meng, SUN Bin, LI Fu-dong, JIAN Yong-zhou, . A calculation method for deformation of diaphragm wall of narrow deep foundation pit in soft soil considering spatio-temporal effect [J]. Rock and Soil Mechanics, 2023, 44(8): 2389-2399. |
[2] | CHEN Bao-guo, JIA Zeng-pan. Optimal strut position of deep foundation pit with convex corner under surcharge of adjacent building [J]. Rock and Soil Mechanics, 2023, 44(8): 2400-2408. |
[3] | ZHANG Yuan-sheng, LEI Yun-chao, QIANG Xiao-jun, WU Dong-dong, WANG Dong-po, WANG Ji-hua, . Centrifugal model test of slope reinforced by multi-row micro-pile frame structure [J]. Rock and Soil Mechanics, 2023, 44(7): 1983-1994. |
[4] | CAO Jia-qi, WANG Hong-xin, WANG Ping, SUN De-an, . A method for evaluating safety of civil air defense structure based on load structure method and strength reduction method [J]. Rock and Soil Mechanics, 2023, 44(7): 2105-2114. |
[5] | CUI Yu-yu, WU Li-peng, SHEN Xing-hua, WANG Xing-zhao, QIN Ya-qiong, LIU Jie, LU Zheng, WU Lei, . A simplified calculation method for upheaval deformation induced by unloading of silty clay foundation pit [J]. Rock and Soil Mechanics, 2023, 44(5): 1425-1434. |
[6] | WANG Rui-song, GUO Cheng-chao, LIN Pei-yuan, WANG Fu-ming, . Excavation response analysis of prefabricated recyclable support structure for water-rich silt foundation pit [J]. Rock and Soil Mechanics, 2023, 44(3): 843-853. |
[7] | LI Ying, LIU An-jun, LIU Xing-wang. Basal heave stability of deep excavation considering virtual foundation width [J]. Rock and Soil Mechanics, 2023, 44(10): 2843-2850. |
[8] | BAI Shi-yu, WANG Wen-jun, XIE Xin-yu, ZHU De-liang, . Experimental study on HS-small model parameters of soil considering disturbance and its application in foundation pit engineering [J]. Rock and Soil Mechanics, 2023, 44(1): 206-216. |
[9] | ZHANG Wen-lian, SUN Xiao-yun, CHEN Yong, JIN Shen-yi, . Slope stability analysis method based on compressive strength reduction of rock mass [J]. Rock and Soil Mechanics, 2022, 43(S2): 607-615. |
[10] | WU Jia-ming, CHEN Jian, CHEN Guo-liang, ZHONG Yu, DAI Lin-fa-bao, CHEN Bin, WU Zhe, . Construction simulation method of metro foundation pit based on BIM technology [J]. Rock and Soil Mechanics, 2022, 43(S1): 553-566. |
[11] | ZHU Yan-peng, WU Lin-ping, SHI Duo-bang, ZHAO Zhuang-fu, LÜ Xiang-xiang, DUAN Xin-guo, . Application of nonlinear soil resistance-pile lateral displacement curve based on Pasternak foundation model in foundation pit retaining piles [J]. Rock and Soil Mechanics, 2022, 43(9): 2581-2591. |
[12] | MO Pin-qiang, LIU Yao, HUANG Zi-feng, TENG Hong-bo, CHEN Bin, TAO Xiang-ling, . Compatibility of deformation and spatial effects for retaining pile, crown beam and braces under complex retaining conditions of deep foundation pit [J]. Rock and Soil Mechanics, 2022, 43(9): 2592-2601. |
[13] | LAN Jing-yan, CAI Jin-dou, WU Lian-bin, SHI Qing-qi, . Study on variation law of ground motion amplification effects along depth in tunnel site [J]. Rock and Soil Mechanics, 2022, 43(8): 2083-2091. |
[14] | WANG Zu-xian, SHI Cheng-hua, GONG Chen-jie, CAO Cheng-yong, LIU Jian-wen, PENG Zhu, . Analytical method to estimate the influence of foundation pit excavation adjacent to the station (working shaft) on the underlying shield tunnel [J]. Rock and Soil Mechanics, 2022, 43(8): 2176-2190. |
[15] | LAN Wei, WANG Wei-dong, CHANG Lin-yue, . Field pumping test and soil layer deformation analysis of super large scale deep foundation pit engineering [J]. Rock and Soil Mechanics, 2022, 43(10): 2898-2910. |