Resistance against liquefaction of ground improved by sand compaction pile method

被引：0
|
作者：
Ohbayashi, J
Harada, K
Yamamoto, M
机构：
来源：
EARTHQUAKE GEOTECHNICAL ENGINEERING, VOLS 1-3 | 1999年
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暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This paper describes a quantitative evaluation of the resistance against liquefaction of ground improved by sand compaction pile (SCP) method, based on data of ground behavior at sites that have suffered large scale earthquakes. Further, as factors behind the differences seen between improved and non-improved ground in earthquake-caused damage, it examines the coefficient of earth pressure at rest in SCP-improved ground and the distribution of ground strength in sand piles and the surrounding compacted ground. It also reviews the evaluation of the resistance against liquefaction of ground improved by SCP method.
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页码：549 / 554
页数：6
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