Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 410-418.doi: 10.16285/j.rsm.2021.1358
• Geotechnical Engineering • Previous Articles Next Articles
AN Ran1, 2, KONG Ling-wei1, 3, SHI Wen-zhuo1, 3, GUO Ai-guo1, 3, ZHANG Xian-wei1, 3
CLC Number:
[1] | JIAO Yu-qi, HE Lin-lin, LIANG Yue, LIU Xu-fei, . Study of vertical bearing capacity of spudcan foundations considering strain-softening effect of structured clay [J]. Rock and Soil Mechanics, 2022, 43(5): 1374-1382. |
[2] | CHEN Shu-feng, KONG Ling-wei, LUO Tao, . Lateral stress release characteristics of overconsolidated silty clay and calculation method for lateral earth pressure coefficient at rest [J]. Rock and Soil Mechanics, 2022, 43(1): 160-168. |
[3] | ZHANG Jian-cong, JIANG Quan, HAO Xian-jie, FENG Guang-liang, LI Shao-jun, WANG Zhi-lin, FAN Qi-xiang, . Analysis of stress-structural collapse mechanism of columnar jointed basalt under high stress [J]. Rock and Soil Mechanics, 2021, 42(9): 2556-2568. |
[4] | WANG Bin, HAN You-ming, ZHOU Xin, CHEN Cheng, ZHANG Xian-wei, GUI Lei, . In-situ test of shear modulus decay characteristics of lacustrine clay layer in Taihu Lake [J]. Rock and Soil Mechanics, 2021, 42(7): 2031-2040. |
[5] | SHU Rong-jun, KONG Ling-wei, SHI Wen-zhuo, LIU Bing-heng, LI Cheng-sheng, . Effects of loading rate on SBPT responses of Zhanjiang structured clay [J]. Rock and Soil Mechanics, 2021, 42(6): 1557-1567. |
[6] | HOU Zhen-kun, TANG Meng-xiong, HU He-song, LI Jian-hua, ZHANG Shu-wen, XU Xiao-bin, LIU Chun-lin, . Comparative study on the vertical load-bearing capacity of the drilling with pre-stressed concrete pipe cased pile based on in-situ and physical simulation tests [J]. Rock and Soil Mechanics, 2021, 42(2): 419-429. |
[7] | WANG Dong-po, HE Qi-wei, LIU Yan-hui, WEN Ji-wei, LI wei, . Research on the energy dissipation mechanism of rockfall impacts on the improved rockfall attenuator barrier [J]. Rock and Soil Mechanics, 2021, 42(12): 3356-3365. |
[8] | ZHOU Yue-feng, YANG Zhe, RAO Xi-bao, XIAO Guo-qiang, ZHOU Li-ming, . Bending-extension element experiment to obtain elastic parameters of clay under different moisture contents [J]. Rock and Soil Mechanics, 2020, 41(S1): 387-393. |
[9] | ZHU Nan, LIU Chun-yuan, ZHAO Xian-hui, WANG Wen-jing, . Micro-structure characteristics of structured clay under different stress paths in K0 consolidated drained tests [J]. Rock and Soil Mechanics, 2020, 41(6): 1899-1910. |
[10] | LIANG Ke, CHEN Guo-xing, HANG Tian-zhu, LIU Kang, HE Yang, . A new prediction model of small-strain shear modulus of sandy soils [J]. Rock and Soil Mechanics, 2020, 41(6): 1963-1970. |
[11] | LIANG Ke, CHEN Guo-xing, LIU Kang, WANG Yan-zhen, . Degradation properties and prediction model of maximum shear modulus of saturated coral sand under cyclic triaxial loading [J]. Rock and Soil Mechanics, 2020, 41(2): 601-611. |
[12] | WU Qi, LIU Kang, GUO Qi-zhou, ZHAO Kai, CHEN Guo-xing, . A new method for evaluating small-strain shear modulus of sandy soils based on binary medium model [J]. Rock and Soil Mechanics, 2020, 41(11): 3641-3650. |
[13] | QU Chang-zi, KANG Kai, WEI Li-min, GUO Kun, HE Qun, WANG Yong-he, . Dynamic response characteristics and long-term dynamic stability of subgrade-culvert transition zone in high-speed railway [J]. Rock and Soil Mechanics, 2020, 41(10): 3432-3242. |
[14] | LIANG Ke, HE Yang, CHEN Guo-xing, . Experimental study of dynamic shear modulus and damping ratio characteristics of coral sand from Nansha Islands [J]. Rock and Soil Mechanics, 2020, 41(1): 23-31. |
[15] | YANG Wen-bao, WU Qi, CHEN Guo-xing, . Dynamic shear modulus prediction method of undisturbed soil in the estuary of the Yangtze River [J]. Rock and Soil Mechanics, 2019, 40(10): 3889-3896. |
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