A STUDY OF LIQUEFACTION RESISTANCE OF COMPOSITE FOUNDATION OF CFG AND STONE COLUMNS

被引：0

作者：

Zhang, Chunmei ^{[1
]}

Chao, Huang ^{[1
]}

Zhi, Guanpeng ^{[2
]}

机构：

[1] Inner Mongolia Univ Sci & Technol, Architecture & Civil Engn Sch, Baotou 014010, Peoples R China

[2] Tsinghua Univ, Dept Elect Engn, Beijing 100084, Peoples R China

来源：

FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING III, PTS 1-3 | 2013年 / 368-370卷

关键词：

CFG Column and stone columns; Composite foundation; Liquefaction; Dynamic;

D O I：

10.4028/www.scientific.net/AMM.368-370.897

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Liquefaction of saturated sands remains an important topic in Geotechnical earthquake engineering. Amongst various review measures available,the use of CFG Column and stone columns Composite foundation to prevent liquefaction can achieves good results. In this paper, a detailed review on effectiveness of densification, drainage and reinforcement of CFG column and stone columns Composite foundation for the resistance of soil liquefaction during earthquakes is presented.

引用

页码：897 / +

页数：2