Modification of Expansive Clay Behavior by Using of the Filtration Effluent of the Water Treatment Plant-Reference-Cited by-同舟云学术

Modification of Expansive Clay Behavior by Using of the Filtration Effluent of the Water Treatment Plant

Published:2023-09-29 Issue:6 Volume:47 Page:3763-3771
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:

Faghih Nasiri Elaheh,Qaderi Farhad,Rahmaninezhad S. Mustapha

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/s40996-023-01229-0.pdf

Reference51 articles.

1. Anwar Hossain KM (2011) Stabilized soils incorporating combinations of rice husk ash and cement kiln dust. J Mater Civ Eng 23(9):1320–1327

2. Arthur E, Tuller M, Moldrup P, de Jonge LW (2020) Clay content and mineralogy, organic carbon and cation exchange capacity affect water vapour sorption hysteresis of soil. Eur J Soil Sci 71(2):204–214

3. ASTM Standard D6913 (2009) Standard test methods for particlesize distribution (gradation) of soils using sieve analysis. ASTM International, West Conshohocken, PA

4. ASTM Standard D4318 (2010) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International, West Conshohocken, PA.

5. ASTM Standard D2487 (2011) Standard practice for classification of soils for engineering purposes. ASTM International, West Conshohocken, PA

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