| 1 |
Tang Liang;Zhang Xiaoyu;Ling Xianzhang;Su Lei;Liu Chunhui;School of Civil Engineering, Harbin Institute of Technology;Key lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology;;Response of a pile group behind quay wall to liquefaction-induced lateral spreading:a shake-table investigation[J];Earthquake Engineering and Engineering Vibration;2014-04 |
| 2 |
Zheng Gang;Zhang Tianqi;Li Qinggang;Kang Guyi;Zhang Nan;Zhang Yan;Yue Caihua;Key Laboratory of Coast Civil Structure Safety of the Ministry of Education,Tianjin University;Tianjin University;Liaoning Provincial Building Design & Research Institute;Jianhua Pipe Pile Co.,Ltd.;;Experimental study on shear capacity for PHC pipe piles considering influence of shear span-effective depth ratio and reinforced concrete core[J];土木工程学报;2014-07 |
| 3 |
WANG Zhihua;XU Chao;ZHOU Enquan;CHEN Guoxing;Research Center of Urban Underground Space,Nanjing University of Technology;Institute of Geotechnical Engineering,Nanjing University of Technology;;Shaking table test on effects of sand flow on pile in liquefied ground[J];地震工程与工程振动;2014-02 |
| 4 |
RONG Xian;LIN Po;LI Yan-yan;;Experimental Study on Seismic Performance of Modified PHC Pile Caps[J];混凝土与水泥制品;2013-11 |
| 5 |
ZHUO Yi;WANG Fei;The Third Railway Survey and Design Institute Group Corporation;;Analysis of Nonlinear Seismic Response of Bridge Piers on Consideration of Bi-directional Coupled Effect[J];铁道工程学报;2013-10 |
| 6 |
CHEN Su;CHEN Guo-xing;HAN Xiao-jian;QI Cheng-zhi;DU Xiu-li;Institute of Geotechnical Engineering,Nanjing University of Technology;Civil Engineering & Earthquake Disaster Prevention Center of Jiangsu Province;School of Civil and Transportation Engineering,Beijing University of Civil Engineering and Architecture;College of Architecture and Civil Engineering,Beijing University of Technology;;Non-contact displacement test based on optimal circle fitting method and development of visual software[J];岩土工程学报;2013-S2 |
| 7 |
ZHENG Gang;ZHANG Nan;BA Zhen-ning;ZHANG Tian-qi;MOE Key Laboratory of Coast Civil Structure Safety;Department of Civil Engineering,Tianjin University;;Seismic performance of PHC pipe piles in layered soft soils[J];岩土工程学报;2013-S2 |
| 8 |
Tang Liang;Ling Xianzhang;Ahmed Elgamal;Harbin Institute of Technology;University of California;;Three-dimensional finite element analysis of shake-table test for dynamic pile behavior in liquefaction-induced lateral spreading ground[J];土木工程学报;2013-S1 |
| 9 |
JIA Peng-fei1,2,KONG Ling-wei1,YANGAi-wu1(1.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,ChineseAcademy of Sciences,Wuhan 430071,China;2.State Key Laboratory of Continental Dynamics,Department of Geology,Northwest University,Xi’an 710069,China);Strain accumulation model of soils under low-amplitude high-cycle loading[J];岩土力学;2013-03 |
| 10 |
HE Jian-ping1,3,CHEN Wei-zhong2(1.Geotechnical and Structural Engineering Research Center of Shandong University,Jinan 250061,China;2.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;3.Shandong University at Weihai,Weihai 264209,China);THE NUMERICAL EXPERIMENTS AND ANALYSIS ON ANTI-LIQUEFACTION EFFECT OF PILE-SOIL COMPOSITE FOUNDATION[J];工程力学;2012-11 |
