Engineering of ground with granular piles: a critical review

被引:13
作者
Abhishek, S. V. [1 ]
Rajyalakshmi, K. [2 ]
Madhav, M. R. [3 ,4 ]
机构
[1] Purdue Univ, Sch Civil Engn, W Lafayette, IN 47907 USA
[2] Govt Polytech, Dept Tech Educ, Bheemunipatnam 531163, India
[3] JNT Univ, Dept Civil Engn, Hyderabad 500034, Andhra Pradesh, India
[4] IIT, Dept Civil Engn, Hyderabad 500034, Andhra Pradesh, India
关键词
Ground improvement; Granular pile; Stone column; Geosynthetic encasement; Granular pile anchor; Creep; Liquefaction mitigation; Case history;
D O I
10.1080/19386362.2016.1145942
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Granular piles/stone columns are one of the most commonly preferred ground engineering systems for improving a variety of weak soils, such as soft clays, loose sands, waste fills, and ash ponds. They are installed using a range of techniques, namely vibro compaction, vibro replacement, composer method, rammed stone columns, and geopiers, based on on-site conditions and availability of machinery. Granular piles improve the ground by densification especially in loose sands, by reinforcement in case of waste fills and ash ponds, by reinforcement and consolidation in case of soft clays, and mitigate damages from liquefaction by functioning as drains. The paper presents a critical review of developments related to granular piles encompassing recent analytical, experimental, numerical studies, and field investigations of their compressive, uplift, and seismic responses. Three well-documented case histories of an embankment, a mechanically stabilized earth wall, and a liquid storage tank on granular pile-engineered ground are presented to illustrate their versatility.
引用
收藏
页码:337 / 357
页数:21
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