›› 2013, Vol. 34 ›› Issue (6): 1567-1573.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
CHEN Yu-min1, 2, GAO Xing1, 2, LIU Han-long1, 2
CLC Number:
[1] | HAN Zheng, SU Bin, LI Yan-ge, WANG Wei, WANG Wei-dong, HUANG Jian-ling, CHEN Guang-qi, . Smoothed particle hydrodynamic numerical simulation of debris flow process based on Herschel-Bulkley-Papanastasiou constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 477-485. |
[2] | LEI Jiang, CHEN Wei-zhong, LI Fan-fan, YU Hong-dan, MA Yong-shang, XIE Hua-dong, WANG Fu-gang, . Mechanical properties of surrounding rock in diversion tunnel of water diversion project from Hongyan River to Shitou River [J]. Rock and Soil Mechanics, 2019, 40(9): 3435-3446. |
[3] | CHEN Wei-zhong, TIAN Yun, WANG Xue-hai, TIAN Hong-ming, CAO Huai-xuan, XIE Hua-dong, . Squeezing prediction of tunnel in soft rocks based on modified [BQ] [J]. Rock and Soil Mechanics, 2019, 40(8): 3125-3134. |
[4] | ZHOU Xiao-wen, CHENG Li, ZHOU Mi, WANG Qi, . Behavior of ball penetration in clay in centrifuge testing [J]. Rock and Soil Mechanics, 2019, 40(5): 1713-1720. |
[5] | WEI Xing, ZHANG Zhao, WANG Gang, ZHANG Jian-min, . DEM study of mechanism of large post-liquefaction deformation of saturated sand [J]. Rock and Soil Mechanics, 2019, 40(4): 1596-1602. |
[6] | ZHUANG Hai-yang, FU Ji-sai, CHEN Su, CHEN Guo-xing, WANG Xue-jian, . Liquefaction and deformation of the soil foundation around a subway underground structure with a slight inclined ground surface by the shaking table test [J]. Rock and Soil Mechanics, 2019, 40(4): 1263-1272. |
[7] | CHEN Yu-min, CHEN Run-ze, HUO Zheng-ge, . Study of flow deformation of saturated suspended plastic sand by visualized ring shear tests [J]. Rock and Soil Mechanics, 2019, 40(10): 3709-3716. |
[8] | LIU Quan-sheng, DENG Peng-hai, BI Chen, LI Wei-wei, LIU Jun, . FDEM numerical simulation of the fracture and extraction process of soft surrounding rock mass and its rockbolt-shotcrete-grouting reinforcement methods in the deep tunnel [J]. Rock and Soil Mechanics, 2019, 40(10): 4065-4083. |
[9] | CUI Guang-yao, QI Jia-suo, WANG Ming-sheng, . Field test study on large deformation control of surrounding rock of cleaved basalt tunnel [J]. Rock and Soil Mechanics, 2018, 39(S2): 231-237. |
[10] | YANG Zhong-min , GAO Yong-tao , WU Shun-chuan, CHENG Zi-qiao,. Optimization study of first liner replacement timing of large deformation tunnel based on convergence-constraint principle [J]. , 2018, 39(S1): 395-404. |
[11] | TANG Yu-feng, SHI Fu-qiang, LIAO Xue-yan, ZHOU Shuai, . Determination on flow rules of large deformation analysis of slope using SPH method [J]. , 2018, 39(4): 1509-1516. |
[12] | YANG Zhong-min, GAO Yong-tao, WU Shun-chuan, ZHOU Yu, . Physical model test on large deformation mechanism and key treatment techniques of tunnel [J]. Rock and Soil Mechanics, 2018, 39(12): 4482-4492. |
[13] | ZHOU Zheng-long, CHEN Guo-xing, WU Qi. Effect of initial static shear stress on liquefaction and large deformation behaviors of saturated silt [J]. , 2017, 38(5): 1314-1320. |
[14] | ZHUANG Hai-yang, HU Zhong-hua, WANG Rui, CHEN Guo-xing. Shear moduli reduction of saturated Nanjing sand under large deformation induced by liquefaction [J]. , 2017, 38(12): 3445-3452. |
[15] | LI Hong-jiang, LIU Song-yu, TONG Li-yuan, . A method for p-y curve of a single pile based on stress increment [J]. , 2017, 38(10): 2916-2922. |
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