Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (11): 2961-2966.doi: 10.16285/j.rsm.2021.0005
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LI Shun-qun1, 2, ZHOU Ya-dong1, 2, LI Lin1, 2, XIAO Cheng-zhi3
CLC Number:
[1] | 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. |
[2] | ZHANG Feng, CHEN Guo-xing, WU Qi, ZHOU Zheng-long. Experimental study on undrained behavior of saturated silt subject to wave loading [J]. Rock and Soil Mechanics, 2019, 40(7): 2695-2702. |
[3] | ZHAO Ding-feng, LIANG Ke, CHEN Guo-xing, XIONG Hao, ZHOU Zheng-long, . Experimental investigation on a new incremental pore pressure model characterized by shear-volume strain coupling effect [J]. Rock and Soil Mechanics, 2019, 40(5): 1832-1840. |
[4] | ZHOU En-quan, ZHU Xiao-dong, LU Jian-fei, WANG Bing-ui, . Apparatus development and experimental study for fluid characteristics of liquefied sand [J]. Rock and Soil Mechanics, 2018, 39(12): 4698-4706. |
[5] | LI Rui-shan, YUAN Xiao-ming, LI Cheng-cheng. Analysis of relationship between dynamic shear strain and vibration velocity of horizontal soil layers [J]. , 2018, 39(10): 3623-3630. |
[6] | ZHOU Zheng-long, CHEN Guo-xing, ZHAO Kai, WU Qi, MA Wei-jia. Effect of the direction angle of cyclic loading on undrained cyclic behavior of saturated silt [J]. , 2018, 39(1): 36-44. |
[7] | LIU Mei-lin, FANG Qian, ZHANG Ding-li, HOU Yan-juan. Research on synthetic system stiffness of strutted retaining structure for deep excavation [J]. , 2017, 38(7): 2059-2064. |
[8] | LIU Wen-sheng, WU Zuo-qi, LIANG Huai-jie,. The experimental study on structural parameters of unconsolidated layers soil of Nanpiao mining [J]. , 2017, 38(6): 1725-1732. |
[9] | FAN Zhi-qiang, TANG Hui-ming, WANG Ding-jian, LIU Kai, WANG Ding-jian, WEN Tao. A method for designed thrust of anti-slide pile considering strain softening properties of soil [J]. , 2016, 37(S2): 665-672. |
[10] | DAI Jin-qiu, SU Zhong-jie, ZHAO Ming-chao, XIANG Yu-hang,. True triaxial tests and strength characteristics of silty clay [J]. , 2016, 37(9): 2534-2540. |
[11] | YU Jian ,HUANG Mao-song ,ZHANG Chen-rong , . Model tests and analysis of single piles with two different diameters subjected to cyclic lateral loadings in clay [J]. , 2016, 37(4): 973-980. |
[12] | ZHANG Xi-dong, LUO Ya-sheng. Study of dynamic shear modulus of loess under bidirectional dynamic loads [J]. , 2015, 36(9): 2591-2598. |
[13] | CUI Hong-huan , LIU Jian-kun , ZHANG Li-qun , TIAN Ya-hu , . A constitutive model of subgrade in a seasonally frozen area with considering freeze-thaw cycles [J]. , 2015, 36(8): 2228-2236. |
[14] | LI Shun-qun , GAO Ling-xia , FENG Hui-qiang , ZHANG Shao-feng,. Principle and application of a three-dimensional contacting strain rosette [J]. , 2015, 36(5): 1513-1520. |
[15] | WANG Xue-bin , DU Ya-zhi , PAN Yi-shan , GU Lu,. Measurement of shear bands of sand specimens with different water contents under constant strain rate based on digital image correlation method [J]. , 2015, 36(3): 625-632. |
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