A Comparative Study on Shear Strength and Deformation Behaviour of Clayey and Sandy Soils Reinforced with Glass Fibre

Author:

Patel Suchit KumarORCID,Singh Baleshwar

Publisher

Springer Science and Business Media LLC

Subject

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

Reference34 articles.

1. ASTM D 2487 (2011) Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM International, West Conshohocken, PA

2. ASTM D 4767 (2011) Standard test method for consolidated undrainedtriaxial compression test for cohesive soils. ASTM International, West Conshohocken, PA

3. Abdullah MN, Normaniza Osman N, Ali FH (2011) Soil-root shear strength properties of some slope plants. Sains Malaysiana 40(10):1065–1073

4. Ahmad F, Mujah F, Hazarika H, Safari A (2012) Assessing the potential reuse of recycled glass fibre in problematic soil applications. J Clean Prod 35:102–107

5. Estabragh AR, Bordbar AT, Javadi AA (2011) Mechanical behavior of a clay soil reinforced with nylon fibres. Geotech Geol Eng 29(5):899–908

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