Shear and Compression Behaviors of Sandy and Clayey Soils Mixed with Different Sizes of Expanded Polystyrene Beads-Reference-Cited by-同舟云学术

Shear and Compression Behaviors of Sandy and Clayey Soils Mixed with Different Sizes of Expanded Polystyrene Beads

Published:2018-05-10 Issue:6 Volume:36 Page:3823-3830
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Shirazi Ali Nezhad,Haydarian Houman,Nasehi Sayed Alireza^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/article/10.1007/s10706-018-0575-y/fulltext.html

Reference23 articles.

1. American Society for Testing and Materials D2166 (1999) Standard test method for unconfined compressive strength of cohesive soils. ASTM Int., West Conshohocken, PA

2. American Society for Testing and Materials D3080 (1999) Standard test method for direct shear test of soils under consolidated drained conditions. ASTM Int., West Conshohocken, PA

3. American Society for Testing and Materials D422 (1999) Standard test method for particle size analysis of soils. ASTM Int., West Conshohocken, PA

4. American Society for Testing and Materials D4253 (1999) Standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM Int., West Conshohocken, PA

5. American Society for Testing and Materials D4254 (1999) Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM Int., West Conshohocken, PA

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