THE BEARING-CAPACITY OF A STRIP FOUNDATION ON GEOGRID-REINFORCED SAND

被引：184

作者：

KHING, KH ^{[1
]}

DAS, BM ^{[1
]}

PURI, VK ^{[1
]}

COOK, EE ^{[1
]}

YEN, SC ^{[1
]}

机构：

[1] SO ILLINOIS UNIV,DEPT CIVIL ENGN & MECH,CARBONDALE,IL 62901

来源：

GEOTEXTILES AND GEOMEMBRANES | 1993年 / 12卷 / 04期

关键词：

D O I：

10.1016/0266-1144(93)90009-D

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Laboratory-model test results for the bearing capacity of a strip foundation supported by a sand layer reinforced with layers of geogrid are presented. Based on the present model test results, the bearing-capacity ratio with respect to the ultimate bearing capacity, and at levels of limited settlement of the foundation, has been determined. For practical design purposes, it appears that the bearing-capacity ratio at limited levels of settlement is about 67-70% of the beating-capacity ratio calculated on the basis of the ultimate bearing capacity.

引用

页码：351 / 361

页数：11

共 9 条

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