Systematic Review of Screw Anchors in Cohesionless Soils

被引：3

作者：

Niroumand, H. ^{[1
]}

Kassim, K. A. ^{[1
]}

Nazir, R. ^{[1
]}

Adhami, B. ^{[2
]}

Niroumand, B. ^{[3
]}

Far, S. Y. Zolfeghari ^{[1
]}

机构：

[1] Univ Teknol Malaysia, Skudai, Malaysia

[2] Islamic Azad Univ, Tehran, Iran

[3] Persian Gulf Univ, Boushehr, Iran

来源：

SOIL MECHANICS AND FOUNDATION ENGINEERING | 2013年 / 50卷 / 05期

关键词：

D O I：

10.1007/s11204-013-9236-6

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The behavior of a screw anchor under a pull-out load in a cohesionless soil was investigated on the basis of analysis of previous investigations conducted primarily under laboratory conditions. Results of laboratory investigations of the behavior of a screw anchor under a pull-out load in a cohesionless soil are presented. It is indicated that the limiting uplift capacity depends on the shear strength of the cohesionless soil under drained/undrained conditions, and the ratio of the depth of embedment to the thickness of the soil layer.

引用

页码：212 / 217

页数：6

共 5 条

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[3] UPLIFT BEHAVIOR OF SCREW ANCHORS IN SAND .1. DRY SAND [J].

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HANNA, A ;

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[4]

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[5]

Mitsch M.P., 1985, ASCE, V37, P26

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