contributor author | G. Azam | |
contributor author | C. W. Hsieh | |
contributor author | M. C. Wang | |
date accessioned | 2017-05-08T20:36:03Z | |
date available | 2017-05-08T20:36:03Z | |
date copyright | May 1991 | |
date issued | 1991 | |
identifier other | %28asce%290733-9410%281991%29117%3A5%28753%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20805 | |
description abstract | The performance of strip footings on a homogeneous soil and a stratified deposit containing two soil layers both with and without a continous void is investigated. Various factors affecting footing performance are analyzed. The study is made by means of the finite‐element method. Results of the study indicate that for a soil layer of finite thickness underlain by bedrock, the effect of bedrock on footing performance becomes negligible when the soil‐layer thickness approaches approximately six times footing width. For a two‐layer soil system, top‐layer thickness and strength ratio between the two layers affect footing performance. With the presence of a void under the footing, the degree of void effect on footing performance depends on void location, depth to bedrock, and layer characteristics such as layer thickness and strength ratio. | |
publisher | American Society of Civil Engineers | |
title | Performance of Strip Footing on Stratified Soil Deposit with Void | |
type | Journal Paper | |
journal volume | 117 | |
journal issue | 5 | |
journal title | Journal of Geotechnical Engineering | |
identifier doi | 10.1061/(ASCE)0733-9410(1991)117:5(753) | |
tree | Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 005 | |
contenttype | Fulltext | |