STUDY ON SEISMIC RESPONSE OF BRIDGE GROUP PILES-SINGLE PILLAR PIER AT LIQUEFACTION SITE BASED ON LARGE-SCALE SHAKING TABLE MODEL TEST

被引：0

作者：

Hu, Qingli ^{[1
]}

Ling, Xianzhang ^{[2
]}

Wang, Lixia ^{[3
]}

Tang, Liang ^{[1
]}

Wang, Dongsheng ^{[4
]}

Wang, Zhiwen ^{[1
]}

Kong, Desen ^{[1
]}

Wang, Fengxia ^{[1
]}

机构：

[1] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Heilongjiang, Peoples R China

[2] Harbin Inst Technol, Dept Civil Engn, Harbin 150090, Heilongjiang, Peoples R China

[3] Jilin Architectural & Civil Inst, Sch Traff Engn, Changchun 150090, Jilin, Peoples R China

[4] Dalian Maritime Univ, Ctr Rd & Bridge Engn, Dalian 116026, Peoples R China

来源：

RECENT DEVELOPMENT OF GEOTECHNICAL AND GEO-ENVIRONMENTAL ENGINEERING IN ASIA, PROCEEDINGS | 2006年

关键词：

Liquefaction Site; Seismic Response; 2x2 Low Cap Pile Group Piles-single Pillar Pier; Large Scale Shaking Table Model Test;

D O I：

暂无

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

Taking 2x2 low cap group piles single pillar pier generally used in bridge engineering and three layers soil as the subject to investigate, large scale shaking table test is performed. Based on it, scale modeling design, loading scheme, acceleration and dynamic strain of piles and pillar in the test are discussed in detail.

引用

页码：453 / +

页数：2

共 50 条

[21] Dynamic response analysis of liquefied site-pile group foundation-structure system -large-scale shaking table model test
Xu C.-S.
Dou P.-F.
Du X.-L.
Chen S.
Li X.
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2019, 41 (12): : 2173 - 2181
[22] Seismic shaking table test for large-scale underground cavern group (I): Proportioning test on similar materials of surrounding rock
Liu Xiao-min
Sheng Qian
Chen Jian
Ke Wen-hui
Yang Ji-hua
ROCK AND SOIL MECHANICS, 2015, 36 (01) : 83 - 88
[23] Large-scale shaking table model test study on dynamic characteristics and dynamic responses of slope
School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
不详
不详
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2008, 27 (03): : 624 - 632
[24] Inertial and kinematic interactions of bridge-pile group subjected to liquefaction induced lateral spreading: Large-scale shaking table experiments
Jia, Kemin
Xu, Chengshun
El Naggar, M. Hesham
Dou, Pengfei
Pan, Rujiang
Song, Jia
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2023, 52 (04): : 1267 - 1290
[25] Large-scale shaking table test on the seismic response of dip and anti-dip layered fractured structural slopes
Wang Tong
Liu Xian-feng
Yuan Sheng-yang
Jiang Guan-lu
Hu Jin-shan
Shao Zhu-jie
Tian Shi-jun
ROCK AND SOIL MECHANICS, 2024, 45 (02) : 489 - 501
[26] Large-scale shaking table test on seismic behaviour of anti-slide pile-reinforced bridge foundation and gravel landslide: a case study
Chonglei Zhang
Guanlu Jiang
Da Lei
Aamir Asghar
Lijun Su
Zhimeng Wang
Bulletin of Engineering Geology and the Environment, 2021, 80 : 1303 - 1316
[27] Large-scale shaking table test on seismic behaviour of anti-slide pile-reinforced bridge foundation and gravel landslide: a case study
Zhang, Chonglei
Jiang, Guanlu
Lei, Da
Asghar, Aamir
Su, Lijun
Wang, Zhimeng
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (02) : 1303 - 1316
[28] Large scale shaking table model test and analysis on seismic response of utility tunnel in non-homogeneous soil
Cho Mya Darli
Tang Aiping
Huang Delong
Zhang Jiqiang
Earthquake Engineering and Engineering Vibration, 2021, 20 : 505 - 515
[29] Large scale shaking table model test and analysis on seismic response of utility tunnel in non-homogeneous soil
Darli, Cho Mya
Tang Aiping
Huang Delong
Zhang Jiqiang
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2021, 20 (02) : 505 - 515
[30] Large scale shaking table model test and analysis on seismic response of utility tunnel in non-homogeneous soil
Cho Mya Darli
Tang Aiping
Huang Delong
Zhang Jiqiang
EarthquakeEngineeringandEngineeringVibration, 2021, 20 (02) : 505 - 515

← 1 2 3 4 5 →