Revisiting the One-Dimensional Compression Properties of Reconstituted Shiraz Clay Soil-Reference-Cited by-同舟云学术

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Revisiting the One-Dimensional Compression Properties of Reconstituted Shiraz Clay Soil

Published:2023-08-01 Issue:1 Volume:48 Page:363-375
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Lashkari Ali^ORCID,Shourijeh Piltan Tabatabaie^ORCID,Memarzadeh Iman,Rahman Md. Mizanur^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40996-023-01133-7.pdf

Reference49 articles.

1. ASTM D4318-10e1 (2010) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International, West Conshohocken

2. ASTM D2487-11 (2011) Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM International, West Conshohocken

3. ASTM D2216-10 (2010) Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. ASTM International, West Conshohocken

4. ASTM D854-14 (2014) Standard test methods for specific gravity of soil solids by water pycnometer. ASTM International, West Conshohocken, www.astm.org

5. ASTM D698-12e2 (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort (12400 ft-lbf/ft3 (600 kN-m/m3)). ASTM International, West Conshohocken

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