›› 2007, Vol. 28 ›› Issue (10): 2133-2137.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
XIAO Ren-cheng1, ZHAO Xi-hong2
CLC Number:
[1] | YANG De-huan, YAN Rong-tao, WEI Chang-fu, PAN Xue-ying, ZHANG Qin, . A method for determining average intergranular stresses in saturated clays [J]. Rock and Soil Mechanics, 2019, 40(6): 2075-2084. |
[2] | LU Jun-long, ZHANG Yin, . Experimental study of the seismic response of the assembled multi-ribbed wall structure-subsoil system in frequency domain [J]. Rock and Soil Mechanics, 2019, 40(6): 2163-2171. |
[3] | HUANG Da-wei, ZHOU Shun-hua, FENG Qing-song, LUO Kun, LEI Xiao-yan, XU You-jun, . Analysis for vertical earth pressure transference on overlaying soils of shield tunnel under uniform surface surcharge [J]. Rock and Soil Mechanics, 2019, 40(6): 2213-2220. |
[4] | YIN Xiao-meng, YAN E-chuan, WANG Lu-nan, WANG Yan-chao, . Effect of water and microstructure on wave velocity anisotropy of schist and its mechanism [J]. Rock and Soil Mechanics, 2019, 40(6): 2221-2230. |
[5] | JIA Rui, LEI Hua-yang, . Experimental study of anisotropic consolidation behavior of Ariake clay [J]. Rock and Soil Mechanics, 2019, 40(6): 2231-2238. |
[6] | ZHANG Zhi-guo, ZHANG Rui, HUANG Mao-song, GONG Jian-fei, . Optimization analysis of pile group foundation based on differential settlement control and axial stiffness under vertical loads [J]. Rock and Soil Mechanics, 2019, 40(6): 2354-2368. |
[7] | SHI Li, WANG Hui-ping, SUN Hong-lei, PAN Xiao-dong, . Approximate analytical solution on vibrations of saturated ground induced by pile foundations [J]. Rock and Soil Mechanics, 2019, 40(5): 1750-1760. |
[8] | ZHANG Kun-yong, ZANG Zhen-jun, LI Wei, WEN De-bao, CHARKLEY Frederick Nai, . Three-dimensional elastoplastic model of soil with consideration of unloading stress path and its experimental verification [J]. Rock and Soil Mechanics, 2019, 40(4): 1313-1323. |
[9] | LIU Nian-wu, CHEN Yi-tian, GONG Xiao-nan, YU Ji-tao, . Analysis of deformation characteristics of foundation pit of metro station and adjacent buildings induced by deep excavation in soft soil [J]. Rock and Soil Mechanics, 2019, 40(4): 1515-1525. |
[10] | LIU Cheng-yu, ZHANG Xiang, CHENG Kai, CHEN Bo-wen, . Experimental study of settlement caused by water and sand inrush in underground engineering [J]. Rock and Soil Mechanics, 2019, 40(3): 843-851. |
[11] | XIE Qiang, TIAN Da-lang, LIU Jin-hui, ZHANG Jian-hua, ZHANG Zhi-bin, . Simulation of seepage flow on soil slope and special stress-correction technique [J]. Rock and Soil Mechanics, 2019, 40(3): 879-892. |
[12] | TAN Guo-hong, XIAO Hai-zhu, DU Xun, HU Wen-jun. Settlement analysis of caisson foundation under main tower of a long span cable-stayed bridge for highway and railway [J]. Rock and Soil Mechanics, 2019, 40(3): 1113-1120. |
[13] | WANG Yu-fei, LIU Run. Study on vertical-horizontal failure envelopes of shallow-embedded pipelines on sand [J]. Rock and Soil Mechanics, 2019, 40(3): 1129-1139. |
[14] | KE Zhi-qiang, WANG Huan-ling, XU Wei-ya, LIN Zhi-nan, JI Hua, . Experimental study of mechanical behaviour of artificial columnar jointed rock mass containing transverse joints [J]. Rock and Soil Mechanics, 2019, 40(2): 660-667. |
[15] | XU Peng, JIANG Guan-lu, REN Shi-jie, TIAN Hong-cheng, WANG Zhi-meng, . Experimental study of dynamic response of subgrade with red mudstone and improved red mudstone [J]. Rock and Soil Mechanics, 2019, 40(2): 678-683. |