SALLOP: Simple Approach for Lateral Loads on PilesSource: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 010Author:Jean-Louis Briaud
DOI: 10.1061/(ASCE)1090-0241(1997)123:10(958)Publisher: American Society of Civil Engineers
Abstract: The problem of a pile subjected to lateral loading is often solved by assuming that the pile is an elastic member and that the soil can be represented by a series of nonlinear horizontal springs. The
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contributor author | Jean-Louis Briaud | |
date accessioned | 2017-05-08T21:25:56Z | |
date available | 2017-05-08T21:25:56Z | |
date copyright | October 1997 | |
date issued | 1997 | |
identifier other | %28asce%291090-0241%281997%29123%3A10%28958%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51244 | |
description abstract | The problem of a pile subjected to lateral loading is often solved by assuming that the pile is an elastic member and that the soil can be represented by a series of nonlinear horizontal springs. The | |
publisher | American Society of Civil Engineers | |
title | SALLOP: Simple Approach for Lateral Loads on Piles | |
type | Journal Paper | |
journal volume | 123 | |
journal issue | 10 | |
journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
identifier doi | 10.1061/(ASCE)1090-0241(1997)123:10(958) | |
tree | Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 010 | |
contenttype | Fulltext |