Resilient modulus of cohesive soils and the effect of freeze-thaw

W. Lee; N. C. Bohra; A. G. Altschaeffl; T. D. White

doi:10.1139/t95-059

Resilient modulus of cohesive soils and the effect of freeze-thaw

W. Lee
, N. C. Bohra
, A. G. Altschaeffl
, T. D. White

School of Civil, Environmental and Architectural Engineering

Research output: Contribution to journal › Article › peer-review

178 Citations (Scopus)

Abstract

The stress at 1% strain in the unconfined compression test (S_u1.0%) was found to be a good indicator of the resilient modulus (M_R), and an empirical relationship between M_R and S_u1.0% was obtained. Closed-system freeze-thaw tests were also performed and the effect of freeze-thaw on the resilient modulus was studied. There is a negligible effect of freeze-thaw, without ice lens formation, for soils having values of S_u1.0% increases. The resilient modulus of frozen cohesive soil is independent of the repeated deviator stress. -from Authors

Original language	English
Pages (from-to)	559-568
Number of pages	10
Journal	Canadian Geotechnical Journal
Volume	32
Issue number	4
DOIs	https://doi.org/10.1139/t95-059
Publication status	Published - 1995

Bibliographical note

Copyright:
Copyright 2017 Elsevier B.V., All rights reserved.

ASJC Scopus subject areas

Civil and Structural Engineering
Geotechnical Engineering and Engineering Geology

Access to Document

10.1139/t95-059

Cite this

@article{b045ff5158fa4c14bdaf884e30df8c52,

title = "Resilient modulus of cohesive soils and the effect of freeze-thaw",

abstract = "The stress at 1\% strain in the unconfined compression test (Su1.0\%) was found to be a good indicator of the resilient modulus (MR), and an empirical relationship between MR and Su1.0\% was obtained. Closed-system freeze-thaw tests were also performed and the effect of freeze-thaw on the resilient modulus was studied. There is a negligible effect of freeze-thaw, without ice lens formation, for soils having values of Su1.0\% increases. The resilient modulus of frozen cohesive soil is independent of the repeated deviator stress. -from Authors",

author = "W. Lee and Bohra, \{N. C.\} and Altschaeffl, \{A. G.\} and White, \{T. D.\}",

year = "1995",

doi = "10.1139/t95-059",

language = "English",

volume = "32",

pages = "559--568",

journal = "Canadian Geotechnical Journal",

issn = "0008-3674",

publisher = "Canadian Science Publishing",

number = "4",

}

TY - JOUR

T1 - Resilient modulus of cohesive soils and the effect of freeze-thaw

AU - Lee, W.

AU - Bohra, N. C.

AU - Altschaeffl, A. G.

AU - White, T. D.

PY - 1995

Y1 - 1995

N2 - The stress at 1% strain in the unconfined compression test (Su1.0%) was found to be a good indicator of the resilient modulus (MR), and an empirical relationship between MR and Su1.0% was obtained. Closed-system freeze-thaw tests were also performed and the effect of freeze-thaw on the resilient modulus was studied. There is a negligible effect of freeze-thaw, without ice lens formation, for soils having values of Su1.0% increases. The resilient modulus of frozen cohesive soil is independent of the repeated deviator stress. -from Authors

AB - The stress at 1% strain in the unconfined compression test (Su1.0%) was found to be a good indicator of the resilient modulus (MR), and an empirical relationship between MR and Su1.0% was obtained. Closed-system freeze-thaw tests were also performed and the effect of freeze-thaw on the resilient modulus was studied. There is a negligible effect of freeze-thaw, without ice lens formation, for soils having values of Su1.0% increases. The resilient modulus of frozen cohesive soil is independent of the repeated deviator stress. -from Authors

UR - https://www.scopus.com/pages/publications/0029415536

UR - https://www.scopus.com/pages/publications/0029415536#tab=citedBy

U2 - 10.1139/t95-059

DO - 10.1139/t95-059

M3 - Article

AN - SCOPUS:0029415536

SN - 0008-3674

VL - 32

SP - 559

EP - 568

JO - Canadian Geotechnical Journal

JF - Canadian Geotechnical Journal

IS - 4

ER -

Resilient modulus of cohesive soils and the effect of freeze-thaw

Abstract

Bibliographical note

ASJC Scopus subject areas

Access to Document

Other files and links

Fingerprint

Cite this