Strength Parameters of Stabilized Clay Using Polypropylene Fibers and Nano-MgO: An Experimental Study-Reference-Cited by-同舟云学术

Strength Parameters of Stabilized Clay Using Polypropylene Fibers and Nano-MgO: An Experimental Study

Published:2020-01-18 Issue:3 Volume:38 Page:2845-2858
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Ahmadi Hadi^ORCID,Janati Shamim,Jamshidi Chenari Reza

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/s10706-020-01191-y.pdf

Reference16 articles.

1. Ahmadi H, Shafiee O (2019) Experimental comparative study on the performance of nano-SiO2 and microsilica in stabilization of clay. Eur Phys J Plus 134(9):1–14

2. ASTM D2166–06 (2006) Standard test method for unconfined compressive strength of cohesive soil. ASTM International, West Conshohocken

3. ASTM D3080, D3080M-11 (2011) Standard test method for direct shear test of soils under consolidated drained conditions. ASTM International, West Conshohocken

4. Cai Y, Shi B, Ng CWW, Tang CS (2006) Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil. Eng Geol 87:230–240

5. Changizi F, Haddad A (2015) Strength properties of soft clay treated with mixture of nano-SiO2 and recycled polyester fiber. J Rock Mech Geotech Eng 7:367–378

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