Subgrade reaction and load-settlement characteristics of gravelly cobble deposits by plate-load tests

被引：21

作者：

Lin, PS ^{[1
]}

Yang, LW

Juang, CH

机构：

[1] Natl Chung Hsing Univ, Dept Civil Engn, Taichung 400, Taiwan

[2] Clemson Univ, Dept Civil Engn, Clemson, SC 29634 USA

来源：

CANADIAN GEOTECHNICAL JOURNAL | 1998年 / 35卷 / 05期

关键词：

plate-load test; gravelly cobble deposit; modulus of subgrade reaction; bearing capacity;

D O I：

10.1139/t98-044

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

This paper presents the result of plate-load tests conducted on a gravelly cobble deposit in Taichung Basin, Taiwan. The geologic formation of the gravelly cobble deposit makes it very difficult to obtain large undisturbed samples for laboratory testing. These field tests provide an opportunity to examine the applicability of existing theories on bearing capacity and subgrade reaction in this geologic formation. The modulus of subgrade reaction is of particular importance in the local practice of designing high-rise buildings on mat foundations. The results of the plate-load tests on this soil deposit are analyzed and discussed.

引用

页码：801 / 810

页数：10

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