A review on Critical State Parameters of residual soil

Farah Wahida Mohd Latib, Mohd. Raihan Taha, Anuar Kasa

Research output: Contribution to journalArticle

Abstract

The Critical State Soil Mechanics (CSSM) is globally known as useful tool and framework for the behavior of saturated soils such as clay and sand. The impoWce of knowledge in CSSM of residual soil is needed inMalaysia, since, most of the soil inMalaysia is a residual soil. Ths study summarizes the critical state parameters of residual soils were obtained by different researchers who have conducted at several location in the world. The critical state parameters such as stress ratio M in q-p' space, Γ as the intercept at v-lnp' space, λ as a slope of critical-state line in v-hp' space and k as a slope of rebound cwe or line in v-lnp' space. Therefore, the Information of hs summkze study will develop a clear vision and guidance for new researchers and civil engineering activities.

Original languageEnglish
Pages (from-to)7465-7470
Number of pages6
JournalJournal of Engineering and Applied Sciences
Volume13
Issue number17
Publication statusPublished - 1 Jan 2018

Fingerprint

Soils
Soil mechanics
Civil engineering
Clay
Sand

Keywords

  • Activities
  • Critical state parameters
  • Guidance
  • Information
  • Residual soil
  • Vision

ASJC Scopus subject areas

  • Engineering(all)

Cite this

A review on Critical State Parameters of residual soil. / Latib, Farah Wahida Mohd; Taha, Mohd. Raihan; Kasa, Anuar.

In: Journal of Engineering and Applied Sciences, Vol. 13, No. 17, 01.01.2018, p. 7465-7470.

Research output: Contribution to journalArticle

@article{88d2b865abae41499c6910a1bc8edd52,
title = "A review on Critical State Parameters of residual soil",
abstract = "The Critical State Soil Mechanics (CSSM) is globally known as useful tool and framework for the behavior of saturated soils such as clay and sand. The impoWce of knowledge in CSSM of residual soil is needed inMalaysia, since, most of the soil inMalaysia is a residual soil. Ths study summarizes the critical state parameters of residual soils were obtained by different researchers who have conducted at several location in the world. The critical state parameters such as stress ratio M in q-p' space, Γ as the intercept at v-lnp' space, λ as a slope of critical-state line in v-hp' space and k as a slope of rebound cwe or line in v-lnp' space. Therefore, the Information of hs summkze study will develop a clear vision and guidance for new researchers and civil engineering activities.",
keywords = "Activities, Critical state parameters, Guidance, Information, Residual soil, Vision",
author = "Latib, {Farah Wahida Mohd} and Taha, {Mohd. Raihan} and Anuar Kasa",
year = "2018",
month = "1",
day = "1",
language = "English",
volume = "13",
pages = "7465--7470",
journal = "Journal of Engineering and Applied Sciences",
issn = "1816-949X",
publisher = "Medwell Journals",
number = "17",

}

TY - JOUR

T1 - A review on Critical State Parameters of residual soil

AU - Latib, Farah Wahida Mohd

AU - Taha, Mohd. Raihan

AU - Kasa, Anuar

PY - 2018/1/1

Y1 - 2018/1/1

N2 - The Critical State Soil Mechanics (CSSM) is globally known as useful tool and framework for the behavior of saturated soils such as clay and sand. The impoWce of knowledge in CSSM of residual soil is needed inMalaysia, since, most of the soil inMalaysia is a residual soil. Ths study summarizes the critical state parameters of residual soils were obtained by different researchers who have conducted at several location in the world. The critical state parameters such as stress ratio M in q-p' space, Γ as the intercept at v-lnp' space, λ as a slope of critical-state line in v-hp' space and k as a slope of rebound cwe or line in v-lnp' space. Therefore, the Information of hs summkze study will develop a clear vision and guidance for new researchers and civil engineering activities.

AB - The Critical State Soil Mechanics (CSSM) is globally known as useful tool and framework for the behavior of saturated soils such as clay and sand. The impoWce of knowledge in CSSM of residual soil is needed inMalaysia, since, most of the soil inMalaysia is a residual soil. Ths study summarizes the critical state parameters of residual soils were obtained by different researchers who have conducted at several location in the world. The critical state parameters such as stress ratio M in q-p' space, Γ as the intercept at v-lnp' space, λ as a slope of critical-state line in v-hp' space and k as a slope of rebound cwe or line in v-lnp' space. Therefore, the Information of hs summkze study will develop a clear vision and guidance for new researchers and civil engineering activities.

KW - Activities

KW - Critical state parameters

KW - Guidance

KW - Information

KW - Residual soil

KW - Vision

UR - http://www.scopus.com/inward/record.url?scp=85058167284&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85058167284&partnerID=8YFLogxK

M3 - Article

VL - 13

SP - 7465

EP - 7470

JO - Journal of Engineering and Applied Sciences

JF - Journal of Engineering and Applied Sciences

SN - 1816-949X

IS - 17

ER -