Performance Analysis of Piles with Various Types of Profiles under a Horizontal Seismic Load

被引：0
|
作者：
Zhussupbekov, A. Zh. [1 ]
Saparbek, E. [1 ]
机构：
[1] LN Gumilev Eurasian Natl Univ, Astana, Kazakhstan
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2014年 / 50卷 / 06期
关键词：
Longitudinal Strain; Longitudinal Displacement; Circular Section; Horizontal Load; Diaphragm Wall;
D O I：
10.1007/s11204-014-9240-5
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Performance characteristics of piles of various types of profiles under a horizontal load are examined on the basis of experimental studies conducted on a vibratory bench with use of mock-up piles.
引用
收藏
页码：238 / 241
页数：4
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