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LIANG Neng-shan, QI Ceng-zi. A new dynamic semi-analytical algorithm of structural system ——Laplace integral transform method of dynamic analysis of underground structures[J]. , 2010, 31(S1): 198
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ZHAO Jia-xi, QI Hui, YANG Zai-lin. Scattering of SH-waves by a shallow buried cylindrical inclusion with a partially debonded curve in half space[J]. , 2009, 30(5): 1297
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XU Yan-bing, WEI Chang-fu, LI Huan, CHEN Hui. Finite element analysis of coupling seepage and deformation in unsaturated soils[J]. , 2009, 30(5): 1490
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SUN Yi-zhen, SHAO Long-tan, FAN Zhi-qiang, TIAN Si-lei. Experimental research on Poisson’s ratio of sandy soil[J]. , 2009, 30(S1): 63
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HUANG Da，JIN Hua-hui，HUANG Run-qiu. Mechanism of fracture mechanics and physical model test of rocks crack expanding under tension-shear stress[J]. , 2011, 32(4): 997
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QIU Cheng-chun , ZHANG Meng-xi , WEI Wei. Strength analysis of frictional failure of sand reinforced with grid-rib reinforcement under plane strain condition[J]. , 2011, 32(S2): 313
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HU Wei，HAN Jian-gang，LI Guang-fan. A simplified stress-strain relationship of saturated soil based on structure’s evolution[J]. , 2011, 32(9): 2651
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LENG Wu-ming，YANG Qi，NIE Ru-song，YUE Jian. Study of post-construction settlement combination forecast method of high-speed railway bridge pile foundation[J]. , 2011, 32(11): 3341
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YAO Chi ，JIANG Qing-hui ，YE Zu-yang ，ZHOU Chuang-bing . Initial flow method for unconfined seepage problems of fracture networks[J]. , 2012, 33(6): 1896
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