Compression and uplift of Rammed Aggregate Piers in clay

被引：0

作者：

Lillis, C ^{[1
]}

Lutenegger, AJ ^{[1
]}

Adams, M ^{[1
]}

机构：

[1] Univ Massachusetts, Dept Civil & Environm Engn, Amherst, MA 01003 USA

来源：

GEO-SUPPORT 2004: DRILLED SHAFTS, MICROPILING, DEEP MIXING, REMEDIAL METHODS, AND SPECIALTY FOUNDATION SYSTEMS | 2004年 / 124期

关键词：

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Full scale compression and uplift load tests were conducted on 3 Rammed Aggregate Piers in the upper surficial clay fill at the NGES located at the University of Massachusetts - Amherst. The tests were conducted to evaluate the performance of this intermediate foundation system in a fine-grained soil. The field investigation also included measurements of vertical and lateral soil deformation to evaluate the active zone of soil resistance. The results show viable uplift and bearing capacity application for the foundation system in fine grained soils.

引用

页码：497 / 507

页数：11

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