Author:
Li Xue,Liu Jiankun,Sun Zhaohui
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Reference69 articles.
1. Akhila M, Rangaswamy K, Sankar N (2019) Undrained response and liquefaction resistance of sand-silt mixtures. Geotech Geol Eng 37(4):2729–2745
2. Amini Y, Hamidi A, Asghari E (2014) Shear strength-dilation characteristics of cemented sand-gravel mixtures. Int J Geotech Eng 8(4):406–413
3. Bishop AW (1967) Progressive failure with special reference to the mechanism causing it. Proceedings of the geotechnical conference on shear strength properties of natural soils and rocks, Oslo, Norway, pp 142–150
4. Bandini V, Coop MR (2011) The influence of particle breakage on the location of the critical state line of sands. Soils Found 51(4):591–600
5. Belkhatir M, Arab A, Della N et al (2012) Experimental study of undrained shear strength of silty sand: effect of fines and gradation. Geotech Geol Eng 30(5):1103–1118
Cited by
1 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