World Earthquake Engineering 2010 Issue S1 Investigation on dynamic mechanical properties of mixed soils composed of fine-coarse particles

Investigation on dynamic mechanical properties of mixed soils composed of fine-coarse particles
LIU Enlong;SONG Changhang;LUO Kaitai;WAN Li

..............page:28-31

The experimental study on maximal dynamic shear modulus ratios of recently deposited soils in Nanjing city
ZHUANG Haiyang;CHEN Guoxing;ZHU Dinghua;HU Qingxing

..............page:32-35

Study on the symmetry of dynamic triaxial test of coarse aggregates by PFC
YANG Gui1;2;3;LIU Hanlong1;3;REN Qingwen2

..............page:36-40

Analysis of axial vibration of pile groups with flexible caps and pigid riled-raft foundations
REN Qing1;HUANG Maosong2;3

..............page:119-123

Experimental studies on dynamic shear modulus and damping ratio of sandy soil in Wuhan
HE Xiaomin1;2;CHEN Zhiqiang3;ZHANG Ting1;2

..............page:41-45

Numerical simulation of seismic response of liquefiable site soils due to near-fault earthquakes
ZHANG Xuefeng1;LIU Lin1;YANG Qingshan1;LI Yingyong2

..............page:124-128

Study on pore water pressure developing model of saturated sand under cyclic loading
HUANG Bin1;RAO Xibao1;CHEN Zhiqiang2;TAN Fan1

..............page:46-50

Genetic algorithm based ANN model for determination of soil compactness tested by instant vibration method
JIN Jianming

..............page:129-132

Experimental study on dynamic strength of silt
JU Jie1;2;YU Xiangjuan1;2

..............page:51-53

Shear wave velocity diversity influence on the seismic response
LI Ping2;1;BO Jingshan1;2;SUN Youwei1

..............page:133-137

Experimental study on compression of dry sand under high-frequency vibration
LIN Qi;SONG Chunyu;CHEN Longzhu;WU Xueping

..............page:54-58

Effect of intermediate principal stress on dynamic deformation of compacted loess
YANG Liguo;LUO Yasheng;WANG Zhijie

..............page:59-64

The attenuation relations of response spectra based on classified site criterion in current seismic design code
GENG Shuwei;XI Yuan

..............page:138-141

Triaxial test study on dynamic elastic modulus of reinforced soil
YANG Shuaidong1;YU Xiangjuan2;LI Yuqi1;WANG Zhiqiang1

..............page:65-69

Preliminary study on baseline correction of digital acceleration records
PENG Xiaobo1;LI Xiaojun2;LIU Quan1

..............page:142-147

Seismic safety analysis of typical earthen archaeological sites in northwest China
SHI Yucheng1;WANG Xudong2;HU Mingqing1;LI Shu1

..............page:148-152

Correlation analysis of loess dynamic characteristic parameters
YANG Chunming;SHAO Shengjun;WANG Chao

..............page:70-74

Study on dynamic response characteristics of underground structures
SUN Chao1;BO Jingshan2;3;LIU Hongshuai2

..............page:153-156

Effects of consolidation ratios of soils on maximum dynamic shear modulus
SUN Jing1;YUAN Xiaoming2;SUN Rui2

..............page:75-79

Preliminary study on site amplification effect based on borehole array records
CHEN Xueliang1;ZENG Jinyan2;LI Tiefei1;GAO Mengtan1

..............page:157-161

Deformation behavior of sands under cyclic rotation of principal stress axes
TONG Zhaoxia1;ZHANG Jianmin2;YU Yilin2

..............page:80-84

Experiment study on anisotropy sands subjected to rotation of principal stress axes
YU Yilin1;TONG Zhaoxia2;ZHANG Jianmin1

..............page:85-89

Solution of the vibration isolation by multiple pile rows via the Floquet transform method
WAN Jianwei;LU Jianfei

..............page:162-166

Vibration of composite foundation made up of caisson and pile group
ZHONG Rui1;2;HUANG Maosong1;2

..............page:167-171

Study on determination of loess seismic subsidence based on several physical parameters
XU Shunhua1;2;WANG Lanmin1;2;SUN Junjie1;2

..............page:90-93

The resonant column test study on marine silty clay
Lü Xiaofei;CHEN Peixiong;YANG Yiju;CHEN Xiaoling;LI Dong

..............page:1-5

Collapsibility and seismic settlement of loess
YUAN Zhongxia1;2;3;WANG Lanmin1;2;3;WANG Qian1

..............page:94-98

Statistical analysis of uncertainty for shear wave velocities of cohesive soils
LIU Hongshuai;ZHENG Tong;BO Jingshan;LIU Dedong;QI Wenhao

..............page:99-103

Ground motion of SH-waves scattering by triangle hills and a semi-cylindrical canyon
YANG Zailin;XU Huanan

..............page:172-176

Computation of equivalent number of uniform strain cycles for seismic compression of sand subjected to multi-directional earthquake loading
CHEN Qingsheng1;GAO Guangyun1;Russell A.Green2;ZHANG Lei1

..............page:6-12

The influence of soil nonlinear parameter variability on standard design spectra
LI Bo;YUAN Xiaoming;SUN Rui

..............page:104-108

Dynamic response analysis of Bell Tower foundation induced by train running on metro in Xi’an
QIAN Chunyu1;ZHENG Jianguo1;SONG Chunyu2

..............page:177-181

Relationship between triaxial compression and tensile cyclic strengths of k₀ consolidated saturated clays
WANG Jianhua;ZHAO Chenling;ZHAO Zhiyi

..............page:13-17

Displacement response of track foundation soil under movable traffic load
TANG Aiping;ZHANG Jiqiang;TU Jiewen;LIU Ketong

..............page:182-186

Study of p-y curve method for seismic pile-soil interaction in liquefying ground
TANG Liang;LING Xianzhang;SU Lei;WANG Shaojun;GAO Xia;ZHANG Boyi

..............page:109-113

Test analysis on effects of frequency on cyclic behavior of K₀ consolidated saturated clays
WANG Jianhua;ZHAO Zhiyi;ZHAO Chenling

..............page:18-22

Effect of loading amplitudes on the relationship of soil deformation under irregular waves and fixed-number waves
MENG Fanchao1;CHEN Longwei2;SUN Rui2;WANG Yongzhi2;CAO Zhenzhong2

..............page:114-118

Measuring method for Poisson ratio of cyclic triaxial specimens
WANG Jianhua1;ZHOU Yangrui2;ZHANG Qun1

..............page:23-27

Damage investigation and cause analysis of Longxi tunnel in Wenchuan great earthquake
SUN Youwei1;LI Ping1;2;BO Jingshan1;2;LIU Bo3;QI Wenhao2

..............page:187-191

Evaluation of liquefaction potential of Lanzhou loess site and the foundation treatment method
WANG Qian 1;2;3;WANG Lanmin1;2;3;YUAN Zhongxia 1;2;3;WANG Ping 1;2;3;WANG Jun 1;2;3;Lanzhou 730000;China;2.Lanzhou Based of Institute of Earthquake Sciences;CEA;Lanzhou 730000;China;3.Open Laboratory of Loess Earthquake Engineering;CEA;Lanzhou 730000;China)

..............page:292-296

Preliminary analysis on liquefaction of site soils in seismic intensity VI regions in Wenchuan earthquake
CAO Zhenzhong1;SUN Rui2;CHEN Longwei2;WANG Weiming2;CAI Xiaoguang3;ZHANG Jianyi3

..............page:207-211

Centrifugal modeling of blast-induced response of tunnel
ZHANG Yinggang1;2;MA Liqiu3;ZHANG Ga1;2;ZHANG Jianmin1;2

..............page:212-215

Liquefaction estimation in present Tangshan city based on standard CPT values
QIU Yi1;XU Jin2;CAO Zhenzhong3;YUAN Xiaoming3

..............page:297-300

Seismic response analysis of a concrete faced rockfill dam on super wide valley
PAN Jiajun1;2;RAO Xibao1;ZHANG Ji1;CHEN Yun1;XU Han1

..............page:301-304

Experimental research on detection of existing bridge pile by low reflected strain wave method
MA Ye;ZHANG Liqing;YANG Yu

..............page:216-220

Seismic response analysis of earth dams with considering seepage
REN Changqing;LI Yongqiang;LIANG Haian

..............page:305-309

Ground vibration induced by metro running
MENG Xianchun;JING Liping;SUN Haifeng

..............page:310-314

The technology and application for large tonnage static loading tests of piles
MA Ye;SONG Chunxia

..............page:221-224

Analysis of seismic active earth pressure of cohesive soil behind inclined retaining wall
XIA Tangdai1;HUA Weinan2;WANG Zhikai1

..............page:315-321

Analysis method for lateral spreading ground displacement in centrifuge shaking table tests
WANG Rui1;2;ZHANG Jianmin1;2;ZHANG Ga1;2

..............page:225-229

Stability analysis of a highway subgrade slope
LIU Chunyuan;ZHAO Lei;ZHANG Junqi;GONG Pan;SONG Haichao

..............page:322-325

Centrifugal modeling of blast-induced response for shallow-buried tunnel
MA Liqiu1;ZHANG Jianmin2

..............page:230-234

Preliminary study on in-situ liquefaction tests under artificial dynamic loading
FU Haiqing1;CHEN Longwei1;LI Yurun2;WANG Yunlong1;YUAN Xiaoming1

..............page:235-240

Effect of soil-structure interface on dynamic response of circular tunnel
ZHANG Xiaobo;JING Liping;SUN Haifeng;MENG Xianchun

..............page:326-329

Model test study on silt foundation improvement by dynamic compaction
XIONG Juhua1;HU Bin1;FENG Shijin1;SHUI Weihou2;HE Lijun2

..............page:241-246

Seismic response analysis of underground structures
SUN Haifeng;JING Liping;MENG Xianchun

..............page:330-334

Testing and nonlinear fitting of dynamic shear modulus of soil
LI Yongqiang;JING Liping;LIANG Haian;REN Changqing

..............page:247-252

Study on calculation methods of earth pressures at the passive side under seismic loads
SONG Fei1;ZHANG Jianmin2;CHEN Youkun3

..............page:335-340

An analysis of testing auxiliary system of large scale centrifugal shakers
WANG Yongzhi;SUN Rui;CHEN Longwei;LI Zhaoyan;WANG Yunlong

..............page:253-257

Elasto-plastic FEM analysis of dynamic response of high earth-rockfill dams during earthquake
YU Yuzhen;BIAN Feng

..............page:341-345

Study on the technology of lifting silt plugged sluice gate by vibroflotation liquefaction method
ZHAO Jianming;CHEN Zuyu;CHEN Ning;LIU Qiwang;LIU Xiaosheng;WANG Hong

..............page:258-262

The bearing capacity prediction of CFG pile composite foundations based on genetic-neural network
JIANG Wei1;2;MA Lingyong3;LIU Gongliang3

..............page:263-266

Study on the dynamic stability analysis and dam collapse risk evaluation of Yinzhuang tailings pond
LI Quanming1;LI Ling2;ZHANG Ga2;WANG Yunhai1

..............page:346-351

The flow characteristics of pre-liquefied sand under high excess pore pressure
CHEN Yumin1;2;SHA Xiaobing1;2;LIN Ben1;2;LIU Hanlong1;2

..............page:267-272

Shear wave velocity obtained from surface wave method and application to liquefaction estimation of sites
WANG Deyong;LUO Xianqi

..............page:273-277

Time effect of slope deformation under multi-excavation conditions
LI Ming;ZHANG Ga;LI Chaofen;ZHANG Jianmin

..............page:352-356

Dynamic tests on rockfills of Miaojia CFRD
ZHENG Ruihua;CHENG Song;ZHANG Jianmin;ZHANG Ga

..............page:357-360

Method for determining liquefaction strength curve based on fines content and SPT-N value
YE Guanlin1;YE Bin2;XIA Zhifan1;NAGAYA Junichi3;WANG Jianhua1

..............page:278-281

Simplified method for calculating seismic lateral strain transform of subway structures
ZHANG Jianyi1;2;CHEN Longwei2;SUN Rui2;CAO Zhenzhong2

..............page:361-367

SPT method’s feasibility for liquefaction decision of sites and analysis of its misjudge in Bachu earthquake
LI Zhaoyan;YUAN Xiaoming;CAO Zhenzhong;SHI Jianghua;DONG Lin

..............page:282-286

Research status on studies of soil layer seismic response analysis
QI Wenhao1;BO Jingshan1;2;ZHANG Zhongli3

..............page:368-372

Successful judging rates of existing typical liquefaction evaluation methods of site soils based on shear wave velocities for Bachu earthquake
SHI Jianghua;YUAN Xiaoming;CAO Zhenzhong;LI Zhaoyan;DONG Lin

..............page:287-291

The quality problem of Gansu rural buildings through the 5.12 Wenchuan Earthquake
LI Lan1;2;3;WANG Lanmin1;2;3;SHI Yucheng1;2;3

..............page:192-196

shi jie di zhen gong cheng zheng gao jian ze

..............page:378

Researches on the direction problem of earthquake damage of earth-rock fill dams in Wenchuan earthquake
LIANG Haian;JING Liping;LI Yongqiang;REN Changqing

..............page:197-201

Advances on soil dynamics of subgrades under rail traffic loading
MENG Shangjiu1;CHEN Zhuoshi2

..............page:373-377

The phenomena of gravelly soil liquefaction in the Wenchuan Earthquake and its confirmation by in-situ tests
CAO Zhenzhong1;2;CHEN Longwei2;YUAN Xiaoming2;WANG Weiming2;HOU Longqing3;XU Hongmei3

..............page:202-206