Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay-Reference-Cited by-同舟云学术

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Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay

Published:2018-03-23 Issue:2 Volume:14 Page:361-375
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Chang Ilhan,Cho Gye-Chun

Funder

National Research Foundation of Korea

Ministry of Land, Infrastructure and Transport

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s11440-018-0641-x.pdf

Reference86 articles.

1. Andrus RD, Stokoe KH II (2000) Liquefaction resistance of soils from shear-wave velocity. J Geotech Geoenviron Eng 126(11):1015–1025. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:11(1015)

2. ASTM D3080/D3080 M-11 (2011) Standard test method for direct shear test of soils under consolidated drained conditions. ASTM International, West Conshohocken. https://doi.org/10.1520/D3080_D3080M-11

3. Biscontin G, Pestana JM (2001) Influence of peripheral velocity on vane shear strength of an artificial clay. Geotech Test J 24(4):423–429. https://doi.org/10.1520/GTJ11140J

4. Bolton MD (1986) The strength and dilatancy of sands. Géotechnique 36(1):65–78. https://doi.org/10.1680/geot.1986.36.1.65

5. Bouazza A, Gates WP, Ranjith PG (2009) Hydraulic conductivity of biopolymer-treated silty sand. Géotechnique 59(1):71–72. https://doi.org/10.1680/geot.2007.00137

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