Moduli and Damping Factors of Soft Marine ClaysSource: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 009Author:Takaaki Kagawa
DOI: 10.1061/(ASCE)0733-9410(1992)118:9(1360)Publisher: American Society of Civil Engineers
Abstract: This paper presents a compilation of resonant‐column and cyclic simple‐shear test results on dynamic moduli and damping factors of soft marine clays. These tests were conducted on 38 undisturbed samples of soft marine clays recovered from five offshore sites. Sample depths ranged from 17 to over 300 ft below seafloor. The test clays had water content ranging from 36 to 86% and plasticity index ranging typically from 30 to 50%. Small‐strain moduli of the test clays were found proportional to consolidation stress and they also depend on void ratio and plasticity index. Normalized shear‐modulus curves and damping curves of the test clays were very similar to those for various onshore and offshore clays. The results of this study may be used to make a preliminary estimate of the dynamic properties of marine clays and to confirm field and laboratory tests on such clays.
|
Collections
Show full item record
contributor author | Takaaki Kagawa | |
date accessioned | 2017-05-08T20:36:39Z | |
date available | 2017-05-08T20:36:39Z | |
date copyright | September 1992 | |
date issued | 1992 | |
identifier other | %28asce%290733-9410%281992%29118%3A9%281360%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21123 | |
description abstract | This paper presents a compilation of resonant‐column and cyclic simple‐shear test results on dynamic moduli and damping factors of soft marine clays. These tests were conducted on 38 undisturbed samples of soft marine clays recovered from five offshore sites. Sample depths ranged from 17 to over 300 ft below seafloor. The test clays had water content ranging from 36 to 86% and plasticity index ranging typically from 30 to 50%. Small‐strain moduli of the test clays were found proportional to consolidation stress and they also depend on void ratio and plasticity index. Normalized shear‐modulus curves and damping curves of the test clays were very similar to those for various onshore and offshore clays. The results of this study may be used to make a preliminary estimate of the dynamic properties of marine clays and to confirm field and laboratory tests on such clays. | |
publisher | American Society of Civil Engineers | |
title | Moduli and Damping Factors of Soft Marine Clays | |
type | Journal Paper | |
journal volume | 118 | |
journal issue | 9 | |
journal title | Journal of Geotechnical Engineering | |
identifier doi | 10.1061/(ASCE)0733-9410(1992)118:9(1360) | |
tree | Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 009 | |
contenttype | Fulltext |