›› 2005, Vol. 26 ›› Issue (S1): 9-12.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
HU Ya-yuan
CLC Number:
[1] | HAN Jun-yan, DU Xiu-li, HOU Ben-wei, LI Li-yun, ZHONG Zi-lan, ZHAO Mi (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing , China. A simplified analysis model for pipe-soil structural seismic responses under longitudinal non-uniform seismic excitations [J]. Rock and Soil Mechanics, 2018, 39(12): 4651-4658. |
[2] | LI Chuan-xun, WANG Su. An analytical solution for one-dimensional nonlinear consolidation of soft soil [J]. , 2018, 39(10): 3548-3554. |
[3] | PEI Qiang-qiang, WANG Xu-dong, GUO Qing-lin, ZHANG Bo,ZHAO Guo-jing, ZHAO Jian-zhong, . Laboratory test of deformation mechanism of rammed roof-propping reinforcement at earthen heritage sites in arid environment [J]. , 2018, 39(8): 2755-2764. |
[4] | XU Peng, JIANG Guan-lu, QIU Jun-jie, LIN Zhan-zhan, WANG Zhi-meng,. Limit analysis on yield acceleration and failure model of reinforced soil retaining walls using two-wedge method [J]. , 2018, 39(8): 2765-2770. |
[5] | REN Lian-wei, ZHOU Gui-lin, DUN Zhi-lin, HE Ting-yin, YANG Quan-wei, ZHANG Min-xia,. Case study on suitability and settlement of foundation in goaf site [J]. , 2018, 39(8): 2922-2932. |
[6] | YANG Jian-min, HUO Wang-wen,. A character of elliptical regional land subsidence due to horizontal anisotropic permeability [J]. , 2018, 39(8): 2960-2976. |
[7] | SHI Gang, LIU Zhong-yu, LI Yong-hui. One-dimensional rheological consolidation of soft clay under cyclic loadings considering non-Darcy flow [J]. , 2018, 39(S1): 521-528. |
[8] | LIU Yong-quan, LIU Xin-rong, XIE Ying-kun, YU Yu, . Discussion on selection law of initial stretch locking value of prestressed anchor cables in foundation pits [J]. , 2018, 39(6): 2164-2174. |
[9] | YAO Zhi-hua, LIAN Jie, CHEN Zheng-han, ZHU Yuan-qing, FANG Xiang-wei,. An elastic-plastic constitutive model for unsaturated Q3 undisturbed loess considering meso-structured evolution [J]. , 2018, 39(5): 1553-1563. |
[10] | ZHANG Xiao-yan, ZHANG Li-xiang, LI Ze,. Reliability analysis of soil slope based on upper bound method of limit analysis [J]. , 2018, 39(5): 1840-1849. |
[11] | LI Chuan-xun, DONG Xing-quan, JIN Dan-dan, WANG Yu-lin,. Large-strain nonlinear consolidation of double-layered soft clay with threshold gradient [J]. , 2018, 39(5): 1877-1884. |
[12] | SUN Yi-fei, SHEN Yang. Bounding surface model for granular aggregates incorporating the concept of fractional calculus [J]. , 2018, 39(4): 1219-1226. |
[13] | YUAN Tao, JIANG Zhong-ming, LIU De-qian, XIONG Xiao-hu,. Experiment on the seepage damage coarse grain soil [J]. , 2018, 39(4): 1311-1316. |
[14] | LIN Qing-hui, YAN Jia-jia, DONG Mei, ZHU Jian-feng,. Influence of principal stress direction and intermediate principal stress parameter on the small strain stiffness of reconstituted loess [J]. , 2018, 39(4): 1369-1376. |
[15] | CHEN Po-lin, GUO Li-lun, DAVE CHANG Ta-teh. A study of piezometer real-time measurement of the riverbed scour [J]. , 2017, 38(8): 2448-2455. |