Sustainable Improvement of Clays Using Low-Carbon Nontraditional Additive-Reference-Cited by-同舟云学术

Sustainable Improvement of Clays Using Low-Carbon Nontraditional Additive

Published:2018-03 Issue:3 Volume:18 Page:04017162
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Latifi Nima¹,Vahedifard Farshid²,Ghazanfari Ehsan³,Horpibulsuk Suksun⁴,Marto Aminaton⁵,Williams James⁶

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Vermont, Burlington, VT 05405.

4. Professor and Chair, School of Civil Engineering and Director, Center of Excellence in Innovation for Sustainable Infrastructure Development, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand.

5. Professor, Malaysia-Japan International Institute of Technology, Universiti Teknologi Malaysia Kuala Lumpur, Jalan Sultan Yahya Petra, Kuala Lumpur 54100, Malaysia.

6. Graduate Student, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001086

Reference66 articles.

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4. ASTM (2011b) “Standard test methods for one-dimensional consolidation properties of soils using incremental loading.” D2435/D2435M-11 West Conshohocken PA.

5. ASTM (2012). “Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)).” D698-12e2 West Conshohocken PA.

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