Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference68 articles.
1. Andrade JE, Ramos AM, Lizcano A (2013) Criterion for flow liquefaction instability. Acta Geotech 8(5):525–535. https://doi.org/10.1007/s11440-013-0223-x
2. Asadi MS, Orense RP, Asadi MB, Pender MJ (2019) Post-liquefaction behavior of natural pumiceous sands. Soil Dyn Earthq Eng 118:65–74. https://doi.org/10.1016/j.soildyn.2018.12.009
3. Ashour M, Norris G, Nguyen T (2009) Assessment of the undrained response of sands under limited and complete liquefaction. J Geotech Geoenviron Eng 135(11):1772–1776. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000114
4. ASTM Committee D-18 on Soil and Rock (2020) Standard test method for consolidated undrained triaxial compression test for cohesive soils (ASTM D4767-11). ASTM International, West Conshohocken
5. Casagrande A (1940) Characteristics of cohesionless soils affecting the stability of earth fills. Contributions to Soils Mechanics, 1925–1940. Boston Society of Civil Engineers, Boston, pp 257–276
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