›› 2011, Vol. 32 ›› Issue (S1): 33-37.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YANG Guang-hua 1, 2, WANG Jun-hui2, 3
CLC Number:
[1] | LI Jing-jing, KONG Ling-wei, . Creep properties of expansive soil under unloading stress and its nonlinear constitutive model [J]. Rock and Soil Mechanics, 2019, 40(9): 3465-3475. |
[2] | MA Qiu-feng, QIN Yue-ping, ZHOU Tian-bai, YANG Xiao-bin. Mechanical properties and constitutive model of porous rock under loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(7): 2673-2685. |
[3] | 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. |
[4] | LI Lin, LI Jing-pei, SUN De-an, GONG Wei-bing , . Nonlinear load-settlement analysis of pile groups considering pile installation effects [J]. Rock and Soil Mechanics, 2019, 40(2): 668-677. |
[5] | GU Jian-xiao, YANG Jun-yan, WANG Yong, LÜ Hai-bo, . Simulation of carbonate sand with triaxial tests data based on modified model of South water double yield surface [J]. Rock and Soil Mechanics, 2019, 40(12): 4597-4606. |
[6] | XU Nian-chun, WU Tong-qing, PI Hai-yang, YOU Lei, WU Yue,. Inversion of shear strength of soil based on flexible bearing plate loading test [J]. , 2018, 39(S1): 227-234. |
[7] | LI Hai-li, ZHANG Chen-rong, LU Kai,. Nonlinear analysis of response of buried pipelines induced by tunneling [J]. , 2018, 39(S1): 289-296. |
[8] | 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. |
[9] | ZHU Jiao, XU Han-gang, CHEN Guo-xing, . Comparison of 1D equivalent-linear and nonlinear seismic site responses for quaternary deep sediment layers in Suzhou region [J]. , 2018, 39(4): 1479-1490. |
[10] | ZOU De-gao, LIU Suo, CHEN Kai, KONG Xian-jing, YU Xiang,. Static and dynamic analysis of seismic response nonlinearity for geotechnical engineering using quadtree mesh and polygon scaled boundary finite element method [J]. , 2017, 38(S2): 33-40. |
[11] | LI Lian-xiang, HUANG Jia-jia, FU Qing-hong, CHENG Xiao-yang, HU Feng, . Centrifuge experimental study of mechanical properties of composite foundation with different replacement rates under additional load [J]. , 2017, 38(S1): 131-139. |
[12] | XU Nian-chun, WU Tong-qing, FENG Qiao-mu, WANG Kui, SHAO Wei-feng,. Research on flexible bearing plate test for deformation modulus of soil [J]. , 2017, 38(S1): 496-700. |
[13] | WANG Xin-zhi, WANG Xing, LIU Hai-feng, MENG Qing-shan, ZHU Chang-qi,. Field test study of engineering behaviors of coral reef foundation [J]. , 2017, 38(7): 2065-2070. |
[14] | YANG Guang-hua, HUANG Zhi-xing, JIANG Yan, ZHANG Yu-cheng, . Double controlling method for determining bearing capacity of foundation soils [J]. , 2016, 37(S2): 232-242. |
[15] | ZHANG Jun-hao , CHEN Zheng-han , ZHAO Na , MIAO Qiang-qiang , YAO Zhi-hua , QIN Bing,. A new nonlinear model of unsaturated soils and its application [J]. , 2016, 37(3): 616-624. |