Author:
Li Wugang,Yang Qing,Xue Zhijia,Liu Wenhua,Hua Yuan
Funder
National Natural Science Foundation of China
Natural Science Foundation of Jiangsu Province
Open Research Fund of State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Reference38 articles.
1. Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Géotechnique 40(3):405–430
2. ASTM (2010) Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM, International, West Conshohocken, PA
3. ASTM, D (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort (12,400 ft-lbf/ft3 (600 kN-m/m3)). ASTM, International, West Conshohocken, PA
4. Cattoni E, Cecconi M, Pane V (2007) Geotechnical properties of an unsaturated pyroclastic soil from Roma. Bull Eng Geol Environ 66(4):403–414
5. Cui YJ, Delage P (1996) Yielding and plastic behaviour of an unsaturated compacted silt. Géotechnique 46(2):291–311
Cited by
4 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