Particle Size Effects on the Volumetric Shrinkage of Bentonite–Sand Mixtures-Reference-Cited by-同舟云学术

Particle Size Effects on the Volumetric Shrinkage of Bentonite–Sand Mixtures

Published:2022-08 Issue:8 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Tan Yu¹,Zhang Huyuan²,Ding Zhinan³^ORCID,Ji Ze⁴,Ma Guoliang⁵

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering and Mechanics, Lanzhou Univ., Lanzhou 730000, China.

2. Professor, School of Civil Engineering and Mechanics, Lanzhou Univ., Lanzhou 730000, China; Key Laboratory of Mechanics on Disaster and Environment in Western China, Ministry of Education of China, Rd. 222 South Tianshui, Lanzhou 730000, China (corresponding author).

3. Graduate Research Assistant, School of Civil Engineering and Mechanics, Lanzhou Univ., Lanzhou 730000, China. ORCID: https://orcid.org/0000-0001-7264-1788.

4. Former Graduate Research Assistant, School of Civil Engineering and Mechanics, Lanzhou Univ., Lanzhou 730000, China.

5. Former Graduate Research Assistant, School of Civil Engineering and Mechanics, Lanzhou Univ., Lanzhou 730000, China,

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002447

Reference71 articles.

1. Micro-structure and hydraulic conductivity of simulated sand-bentonite mixtures

2. Effect of Desiccation on Compacted Natural Clays

3. Field Performance of a Compacted Clay Landfill Final Cover at a Humid Site

4. Measuring the plasticity of clays: A review

5. ASTM. 2017. Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318. West Conshohocken, PA: ASTM.

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