Author:
Tamang Bibek,Kim Ukgie,Jin Jihuan,Lee Seungjoo,Kim Yongseong
Funder
Korea Institute of Planning and Evaluation for Technology in Food, Agriculture, Forestry and Fisheries
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference45 articles.
1. Aberg B (1992) Void ratio of noncohesive soils and similar materials. J Geotech Eng 118(9):1315–1334
2. Amini F, Qi GZ (2000) Liquefaction testing of stratified silty sands. J Geotech Geoenviron Eng 126(3):208–217
3. ASTM D (2011) Standard test method for consolidated undrained triaxial compression test for cohesive soils. ASTM International, West Conshohocken, PA
4. Belkhatir M, Missoum H, Arab A, Della N, Schanz T (2011) Undrained shear strength of sand-silt mixture: effect of intergranular void ratio and other parameters. KSCE J Civ Eng 15(8):1335–1342
5. Benahmed N, Nguyen TK, Hicher PY, Nicolas M (2015) An experimental investigation into the effects of low plastic fines content on the behaviour of sand/silt mixtures. Eur J Environ Civ Eng 19(1):109–128
Cited by
5 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献