Coupling effect of fiber reinforcement and MICP stabilization on the tensile behavior of calcareous sand

Author:

Wang Dian-Long,Tang Chao-Sheng,Pan Xiao-Hua,Liu Bo,Shi Bin

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference85 articles.

1. A comparison of mechanical responses for microbial and enzyme-induced cemented sand;Ahenkorah;Géotech. Lett.,2020

2. Performance evaluation of silty sand reinforced with fibers;Ahmad;Geotext. Geomembr.,2010

3. Effect of chemical treatment used in MICP on engineering properties of cemented soils;Al Qabany;Géotechnique,2013

4. Pile design in calcareous and carbonaceous granular materials, an historic overview;Alba,1999

5. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), ASTM Standard D2487;ASTM,2011

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