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Sand was tested under triaxial conditions, plane strain conditions, and conditions where the intermediate principal strain (∈ 2 ) varied between the limits for triaxial and plane strain. Tests were performed using a variety of specimen sizes and sh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a459e1772485975a63cc0840b3f340b
https://doi.org/10.1520/stp28758s
https://doi.org/10.1520/stp28758s
Publikováno v:
Geotechnical Testing Journal. 16:46
This paper describes the use of 1 g small-scale models composed of weak, saturated clay mixtures to investigate the response of natural clay deposits to underlying base rock fault displacements. A 3:1 mixture of kaolinite and bentonite at water conte
Publikováno v:
Geotechnical Testing Journal. 16:36
A new simple shear apparatus is described which can apply bi-directional simple shear cyclic and monotonic loading. Cylindrical specimens are placed in a pressure chamber so that confining pressure and back pressure can be applied. Bi-directional she