| [1] |
LAN Si-qing, WANG Yu-lin, XIE Kang-he. Mathematical model and analytical solutions of soft soil consolidation with both way drainages in radial directions[J]. , 2009, 30(12): 3871
-3875
. |
| [2] |
XIE Gui-hua，ZHANG Jia-sheng，YIN Zhi-zheng. Spatiotemporal model of ground deformation caused by groundwater gathering based on stochastic medium theory[J]. , 2010, 31(1): 282
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. |
| [3] |
LIU Gong-xun, LUAN Mao-tian, GUO Ying, WANG Zhong-tao, HE Lin, ZHANG Jun-fe. Experimental study of threshold cyclic stress ratio of undisturbed saturated soft clay in the Yangtze estuary under complex stress conditions[J]. , 2010, 31(4): 1123
-1129
. |
| [4] |
LIU Zheng-hong，LIAO Yan-hong，ZHANG Yu-shou. Preliminary study of physico-mechanical properties of Luanda sand[J]. , 2010, 31(S1): 121
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ZHANG Cheng-ping, ZHANG Ding-li, WANG Meng-shu, LI Qian-qian, LIU Sheng-chun. Catastrophe mechanism and control technology of ground collapse induced by urban tunneling[J]. , 2010, 31(S1): 303
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. |
| [6] |
CHAI Bo, YIN Kun-long, DU Juan. Slope hazard zoning based on rough set and fuzzy pattern recognition[J]. , 2010, 31(10): 3203
-3208
. |
| [7] |
WANG Ming-nian, LU Jun-fu, LIU Da-gang, ZHANG Jian-guo. Study of absolute deformation control criterion and its application for large section subsea tunnel with “CRD” method[J]. , 2010, 31(10): 3354
-3360
. |
| [8] |
GONG Cheng-ming，CHENG Qian-gong，LIU Zheng-ping. Centrifuge model tests on excavation and reinforcement effect of loess slope[J]. , 2010, 31(11): 3481
-3486
. |
| [9] |
ZHANG You-zhen，SHI Zhi-jun，ZHANG Jing. Experimental study of load distribution of anchoring section for rock bolts[J]. , 2010, 31(S2): 184
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. |
| [10] |
QIU Dao-hong, CHEN Jian-ping, XIAO Yun-hua, QIN Sheng-wu. Study of rockburst prediction of separated tunnel excavated asynchronoushy[J]. , 2009, 30(2): 515
-520
. |
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