›› 2009, Vol. 30 ›› Issue (S2): 308-311.
• Geotechnical Engineering • Previous Articles Next Articles
HUANG Sheng-gen, PENG Cong-wen
CLC Number:
[1] | LI Zhi-cheng, FENG Xian-dao, SHENG Li-long, . Experimental study of deformation characteristics of pebble cushion with furrow for immersed tunnel [J]. Rock and Soil Mechanics, 2019, 40(S1): 189-194. |
[2] | ZHAI Ming-lei, GUO Bao-hua, WANG Chen-lin, JIAO Feng, . Compression-shear failure characteristics of rock with penetrated fracture under normal unloading condition [J]. Rock and Soil Mechanics, 2019, 40(S1): 217-223. |
[3] | ZHANG Yi-hu, WU Ai-qing, ZHOU Huo-ming, WANG Shuai, LUO Rong, FAN Lei. Review of bearing capacity and deformation characteristics of tunnel- type anchorage for suspension bridge [J]. Rock and Soil Mechanics, 2019, 40(9): 3576-3584. |
[4] | CAO Hong, HU Yao, LUO Guan-yong. Research on approximate calculation method for incomplete wells with filter screen ends away from the confined aquifer level [J]. Rock and Soil Mechanics, 2019, 40(7): 2774-2780. |
[5] | WANG Xiang-nan, LI Quan-ming, YU Yu-zhen, YU Jia-lin, LÜ He, . Simulation of the failure process of landslides based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(6): 2435-2442. |
[6] | LIU Jian, ZHU Zhao-hui, WU Hao, ZHANG Shi-lei, WANG Jin-ming, . Study of deformation characteristics of the high sidewall surrounding rock in super large underground caverns [J]. Rock and Soil Mechanics, 2019, 40(10): 4030-4040. |
[7] | LIU Feng-tao, ZHANG Shao-fa, DAI Bei-bing, ZHANG Cheng-bo, LIN Kai-rong, . Upper bound limit analysis of soil slopes based on rigid finite element method and second-order cone programming [J]. Rock and Soil Mechanics, 2019, 40(10): 4084-4091. |
[8] | WU Chang-jiang, SUN Zhao-hua, LAI Yun-jin, BAO Hua, . Study of deformation characteristics of diaphragm wall induced by deep large excavation in soft soil region [J]. Rock and Soil Mechanics, 2018, 39(S2): 245-253. |
[9] | DONG Zhi-hong, NIU Xin-qiang, DING Xiu-li, WENG YongHong, HUANG Shu-ling, PEI Qi-tao, ZHANG Lian, . Deformation characteristics and feedback analysis of surrounding rock of underground powerhouse at left bank of Wudongde Hydropower Station [J]. Rock and Soil Mechanics, 2018, 39(S2): 326-336. |
[10] | YANG Sheng-qi, LU Jia-wei, TIAN Wen-ling, TANG Jin-zhou,. Experimental study of mechanical behavior of rock specimens with different joint roughness coefficient under conventional triaxial compression [J]. , 2018, 39(S1): 21-32. |
[11] | YANG Qi, ZHANG You-yi, LIU Hua-qiang, QIN Hua,. Model test on load-failure of a foamed lightweight soil subgrade [J]. , 2018, 39(9): 3121-3129. |
[12] | HAN Bing, LIANG Jian-wen, ZHU Jun,. Effect of lenticle on seismic response of structures in deep water-saturated poroelastic soft site [J]. , 2018, 39(6): 2227-2236. |
[13] | KONG Yang, RUAN Huai-ning, HUANG Xue-feng, . Deformation characteristics of compacted Malan loess in Yan’an region under high consolidation pressure [J]. , 2018, 39(5): 1731-1736. |
[14] | WANG Chun, TANG Li-zhong, CHENG Lu-ping, CHEN Yuan, LIU Tao, WEI Yong-heng, . Dynamic characteristics of skarn subjected to frequent dynamic disturbance under combined action of high axial compression and confining pressure [J]. Rock and Soil Mechanics, 2018, 39(12): 4537-4546. |
[15] | LI Zhi-yuan, LI Jian-bo, LIN Gao, . Research on influence of partial terrain to scattering of Rayleigh wave based on SBFEM [J]. , 2018, 39(11): 4242-4250. |