›› 2010, Vol. 31 ›› Issue (11): 3556-3562.
• Geotechnical Engineering • Previous Articles Next Articles
WANG Li-yan1,JIANG Peng-ming1,LIU Han-long2
CLC Number:
[1] | WU Qi, DING Xuan-ming, CHEN Zhi-xiong, CHEN Yu-min, PENG Yu, . Seismic response of pile-soil-structure in coral sand under different earthquake intensities [J]. Rock and Soil Mechanics, 2020, 41(2): 571-580. |
[2] | KONG Liang, LIU Wen-zhuo, YUAN Qing-meng, DONG Tong, . Triaxial tests on gassy sandy soil under constant shear stress paths [J]. Rock and Soil Mechanics, 2019, 40(9): 3319-3326. |
[3] | ZHANG Zhi-guo, HUANG Mao-song, YANG Xuan, . Analytical solution for dissipation of excess pore water pressure and soil consolidation settlement induced by tunneling under the influence of long-term leakage [J]. Rock and Soil Mechanics, 2019, 40(8): 3135-3144. |
[4] | HE Ying, YU Qin, LIU Zhong-xian, . Simulation of multi-point spatially correlated earthquake ground motions of sedimentary valleys considering scattering effect [J]. Rock and Soil Mechanics, 2019, 40(7): 2739-2747. |
[5] | XU Peng, JIANG Guan-lu, LEI Tao, LIU Qi, WANG Zhi-meng, LIU Yong, . Calculation of seismic displacement of reinforced soil retaining walls considering backfill strength [J]. Rock and Soil Mechanics, 2019, 40(5): 1841-1846. |
[6] | XIA Tang-dai, ZHENG Qing-qing, CHEN Xiu-liang, . Predicting excess pore water pressure under cyclic loading with regular intervals based on cumulative dynamic deviator stress level [J]. Rock and Soil Mechanics, 2019, 40(4): 1483-1490. |
[7] | XU Peng, JIANG Guan-lu, QIU Jun-jie, GAO Ze-fei, WANG Zhi-meng, . Shaking table tests on reinforced soil retaining walls with full-height rigid facing [J]. Rock and Soil Mechanics, 2019, 40(3): 998-1004. |
[8] | LIU Yang, YU Peng-qiang. Analysis of soil arch and active earth pressure on translating rigid retaining walls [J]. Rock and Soil Mechanics, 2019, 40(2): 506-516. |
[9] | ZHANG Chun-sheng, LAI Dao-ping, WU Guan-ye, XU Jian-rong, ZHANG Bo-yan, . Failure mode and characteristics study of complex slope blocks under strong earthquake [J]. Rock and Soil Mechanics, 2019, 40(12): 4620-4626. |
[10] | LIU Yun, LAI Jie, XIN Jian-ping, LI Xiu-di, XING Rong-jun, . Comparison test of dynamic response characteristics of the tunnels through fault [J]. Rock and Soil Mechanics, 2019, 40(12): 4693-4702. |
[11] | WANG Dong-wei, LU Wu-ping, TANG Chao-sheng, ZHAO Hong-wei, LI Sheng-jie, LIN Luan, LENG Ting, . Sample preparation technique and microstructure quantification method for sandy soil [J]. Rock and Soil Mechanics, 2019, 40(12): 4783-4792. |
[12] | MENG Yu-han, CHEN Zheng, FENG Jian-xue, LI Hong-po, MEI Guo-xiong, . Optimization of one-dimensional foundation with sand blankets under the non-uniform distribution of initial excess pore water pressure [J]. Rock and Soil Mechanics, 2019, 40(12): 4793-4800. |
[13] | ZHOU Cui-ying, ZHAO Shan-shan, YANG Xu, LIU Zhen, . Improvement of eco-ester materials on sandy soils and engineering slope protection [J]. Rock and Soil Mechanics, 2019, 40(12): 4828-4837. |
[14] | SHA Fei, LI Shu-cai, LIN Chun-jin, LIU Ren-tai, ZHANG Qing-song, YANG Lei, LI Zhao-feng. Research on penetration grouting diffusion experiment and reinforcement mechanism for sandy soil porous media [J]. Rock and Soil Mechanics, 2019, 40(11): 4259-4269. |
[15] | JU Neng-pan, DENG Tian-xin, LI Long-qi, JIANG Jin-yang, ZHANG Chen-yang. Centrifugal shaking table test on toppling deformation mechanism of steep bedding slope under strong earthquake [J]. Rock and Soil Mechanics, 2019, 40(1): 99-108. |
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