Effects of Grain Size and Moisture Content on the Strength of Geogrid-Reinforced Sand in Direct Shear Mode-Reference-Cited by-同舟云学术

Effects of Grain Size and Moisture Content on the Strength of Geogrid-Reinforced Sand in Direct Shear Mode

Published:2022-04 Issue:4 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Jian-Nan¹,Ren Xin²,Xu Hua³^ORCID,Zhang Chu²,Xia Lei²

Affiliation:

1. Assistant Professor, Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816.

2. School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 611756, China.

3. Associate Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 611756, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002309

Reference50 articles.

1. AASHTO. 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. ASTM. 2012. Standard test methods for laboratory compaction characteristics of soil using standard effort. ASTM D698. West Conshohocken, PA: ASTM.

3. ASTM. 2015a. Standard test method for determining tensile properties of geogrids by the single or multi-rib tensile method. ASTM D6637. West Conshohocken, PA: ASTM.

4. ASTM. 2015b. Standard test method for measurement of hydraulic conductivity of porous material using a rigid-wall, compaction-mold permeameter. ASTM D5856. West Conshohocken, PA: ASTM.

5. ASTM. 2017a. Standard practice for classification of soil for engineering purposed (United Soil Classification System). ASTM D2487. West Conshohocken, PA: ASTM.

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