Shear Strength of Unsaturated Malaysian Granitic Residual Soil-Reference-Cited by-同舟云学术

Shear Strength of Unsaturated Malaysian Granitic Residual Soil

Published:2018-05-30 Issue:1 Volume:47 Page:20170305
ISSN:0090-3973
Container-title:Journal of Testing and Evaluation
language:en
Short-container-title:J. Test. Eval.

Author:

Saffari Pooya¹,Noor Mohd Jamaludin Md.²,Ashaari Yasmin²,Asadi Afshin³⁴

Affiliation:

1. Department of Civil Engineering, Universiti Teknologi Mara, Jalan Llmu 1/1, Section 7, Shah Alam, Selangor 40450, Malaysia (Corresponding author), e-mail: saffari.pooya@gmail.com, https://orcid.org/0000-0002-5500-2332

2. Department of Civil Engineering, Universiti Teknologi Mara, Jalan Llmu 1/1, Section 7, Shah Alam, Selangor 40450, Malaysia

3. Center for Research and Innovation, International College of Auckland, 131 Queen St., Auckland, New Zealand https://orcid.org/0000-0002-2804-7797

4. School of Engineering, London South Bank University, London SE1 0AA, United Kingdom

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

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1. Study on The Influence of Grain Size Composition on Engineering Properties of Granite Residual Soil;Polish Journal of Environmental Studies;2023-07-24

2. Research Progress on Stability Analysis Methods of Granite Residual Soil Slope;E3S Web of Conferences;2023

3. ASSESSMENT OF RESIDUAL SOIL PROPERTIES FOR SLOPE STABILITY ANALYSIS;International Journal of GEOMATE;2021-10-01

4. The relationship between the shear strength and water retention curve of unsaturated sand at different hydraulic phases;Acta Geotechnica;2021-04-14

5. A Comparative Study of Shear Strength Equations for Unsaturated Granitic Residual Soil;Advances in Civil Engineering Materials;2020-07-09