Ground improvement by vacuum consolidation - a review

被引:24
作者
Griffin, Harry [1 ]
O'Kelly, Brendan C. [1 ]
机构
[1] Trinity Coll Dublin, Dept Civil Struct & Environm Engn, Dublin, Ireland
关键词
embankments; field testing & monitoring; reviews;
D O I
10.1680/grim.13.00012
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper presents a review of literature related to the vacuum consolidation ground improvement technique, focusing on issues affecting efficiency of performance and the application of the technique in peaty ground. Although it is now widely considered to be effective for reducing post-construction settlement, studies on vacuum consolidation in peat have, to date, mostly been limited to field trials. This paper offers an overview of the development and theory behind the technique. Issues affecting the efficiency of vacuum systems and recent advances in predicting the ground response to vacuum preloading are described. The application of the technique in peaty soils is investigated; an overview is also provided of some geotechnical properties that distinguish peat from soft mineral soils, highlighting lessons learned from relevant case studies.
引用
收藏
页码:274 / 290
页数:17
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