Author:
Biglari Mahnoosh,Ashayeri Iman,Gallipoli Domenico,Moradpour Sara
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference41 articles.
1. A constitutive model for partially saturated soils;Alonso;Géotechnique,1990
2. Modelling the initial shear stiffness of unsaturated soils as a function of the coupled effects of the void ratio and the degree of saturation;Biglari;Comput. Geotech.,2011
3. Small-strain stiffness of Zenoz kaolin in unsaturated conditions;Biglari;Can. Geotech. J.,2012
4. Cabarkapa Z, Cuccovillo T, Gunn M., 1999. Some aspects of the pre-failure behaviour of unsaturated soil. In: Proceedings second international conference on prefailure behaviour of geomaterials, Torino; 159–65.
5. Dynamic prestraining of dry sand;Drnevich;J. Soil Mech. Found. Divi. ASCE,1970
Cited by
8 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