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Earthquake input mechanism for time-domain analysis of tunnels in layered ground subjected to obliquely incident P- and SV-waves 期刊论文
ENGINEERING STRUCTURES, 2019, 卷号: 181, 期号: -, 页码: 374-386
Authors:  Zhao, Wusheng;  Chen, Weizhong;  Yang, Diansen;  Tan, Xianjun;  Gao, Hou;  Li, Can
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Earthquake-input  Tunnel  Obliquely incident  Time-domain  Input motion  
Analytical study of ground motion caused by seismic wave propagation across faulted rock masses 期刊论文
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2018, 卷号: 42, 期号: 1, 页码: 95-109
Authors:  Li, J. C.;  Li, N. N.;  Chai, S. B.;  Li, H. B.
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Ground Motion  Peak Particle Velocity  Rock Fault  Seismic Quality Factor  Seismic Wave Propagation  Viscoelastic Rock  
Preliminary study on determination of reasonable ratio of spacing to diameter of double tunnels under earthquake 会议论文
PROCEEDINGS OF THE 2017 6TH INTERNATIONAL CONFERENCE ON ENERGY, ENVIRONMENT AND SUSTAINABLE DEVELOPMENT (ICEESD 2017), Zhuhai, PEOPLES R CHINA, MAR 11-12, 2017
Authors:  Zhou Yongqiang;  Sheng Qian;  Leng Xianlun;  Fu Xiaodong;  Li Nana
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earthquake  reasonable ratio of spacing to diameter  double tunnels  relative displacement  plastic zone  
Mechanism of Deformation Compatibility and Pile Foundation Optimum for Long-Span Tower Foundation in Flood-Plain Deposit Zone 期刊论文
INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2017, 卷号: 15, 期号: 6A, 页码: 887-894
Authors:  Yuan, Hai-ping;  Zhao, Ping;  Wang, Yi-xian;  Zhou, Huan-lin;  Luo, Yi-hua;  Guo, Panpan
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Pile-soil interaction  Deformation compatibility  Settlement  Numerical simulation  Pile foundation optimum  
Analysis of S Wave Propagation Through a Nonlinear Joint with the Continuously Yielding Model 期刊论文
ROCK MECHANICS AND ROCK ENGINEERING, 2017, 卷号: 50, 期号: 1, 页码: 113-123
Authors:  Cui, Zhen;  Sheng, Qian;  Leng, Xianlun
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Wave propagation  Nonlinear joint  Time-domain recursive method  Continuously yielding model  
3D integrated numerical model for Fluid-Structures-Seabed Interaction (FSSI): Loosely deposited seabed foundation 期刊论文
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2017, 卷号: 92, 期号: -, 页码: 239-252
Authors:  Ye, Jianhong;  Jeng, D. -S.;  Chan, A. H. C.;  Wang, R.;  Zhu, Q. C.
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Fluid-Structures-Seabed Interaction (FSSI)  Loosely deposited seabed foundation  3D residual liquefaction  Caisson breakwater  PZIII  FSSI-CAS 3D  
An SHPB test study on wave propagation across rock masses with different contact area ratios of joint 期刊论文
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2017, 卷号: 105, 期号: -, 页码: 109-116
Authors:  Li, J. C.;  Li, N. N.;  Li, H. B.;  Zhao, J.
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SHPB test  Wave propagation  Jointed rock mass  Joint matching coefficient  Dynamic behavior of rock joint  
Numerical study on oblique incidence across rock masses with linear and nonlinear joints 期刊论文
ARABIAN JOURNAL OF GEOSCIENCES, 2016, 卷号: 9, 期号: 1, 页码: -
Authors:  Li, Haibo;  Liu, Yaqun;  Li, Jianchun;  Yang, Fengwei;  Liu, Tingting;  Xia, Xiang;  Liu, Bo
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Oblique incidence  Wave propagation  Linear and nonlinear joint  Numerical study  Rock mass  
Analytical Study for Stress Wave Interaction with Rock Joints Having Unequally Close-Open Behavior 期刊论文
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 卷号: 49, 期号: 8, 页码: 3155-3164
Authors:  Li, J. C.;  Zhao, X. B.;  Li, H. B.;  Chai, S. B.;  Zhao, Q. H.
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Wave propagation  Rock joints  Close-open behavior of joints  Joint boundary condition  
Numerical Modeling of Wave Transmission Across Rock Masses with Nonlinear Joints 期刊论文
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 卷号: 49, 期号: 3, 页码: 1115-1121
Authors:  Li, Haibo;  Liu, Tingting;  Liu, Yaqun;  Li, Jianchun;  Xia, Xiang;  Liu, Bo
View  |  Adobe PDF(654Kb)  |  Favorite  |  View/Download:30/3  |  Submit date:2018/06/05
Oblique incidence  Wave transmission  Nonlinear joint  Numerical study  BB joint model