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

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