Study on the Tensile Properties and Application of Gravelly Soil Reinforced by Polypropylene Fiber

Author:

Zhang ZhitaoORCID,Ji EnyueORCID,Fu Zhongzhi

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference37 articles.

1. Akbulut S, Arasan S, Kalkan E (2007) Modification of clayey soils using scrap tire rubber and synthetic fibers. Applied Clay Science 38(1–2):23–32, DOI: https://doi.org/10.1016/j.clay.2007.02.001

2. ASTM D2487 (2000) Standard classification of soils for engineering purposes (unified soil classification system). ASTM D2487, ASTM International, West Conshohocken, PA, USA

3. ASTM D2488 (2000) Standard practice for description and identification of soils (visual-manual procedure). ASTM D2488, ASTM International, West Conshohocken, PA, USA

4. ASTM D4767-02 (2000) Standard test method for consolidated undrained triaxial compression test for cohesive soils. ASTM D4767-02, ASTM International, West Conshohocken, PA, USA

5. Azmatch TF, Sego DC, Arenson LU, Biggar KW (2011) Tensile strength and stress—strain behaviour of Devon silt under frozen fringe conditions. Cold Regions Science and Technology 68(1–2):85–90, DOI: https://doi.org/10.1016/j.coldregions.2011.05.002

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