Analysis of mobilized stress ratio of gap-graded granular materials in direct shear state considering coarse fraction effect

Author:

Shi X. S.,Liu Kai,Yin Jianhua

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference69 articles.

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3. Bolton MD, Powrie W, Symons IF (1990) The design of stiff in situ walls retaining over-consolidated clay part 2, short term behavior. Ground Eng 23(2):22–28

4. Borana L, Yin JH, Singh DN, Shukla SK (2016) Interface behavior from suction-controlled direct shear test on completely decomposed granitic soil and steel surfaces. Int J Geomech 16(6):D4016008

5. Chang CS, Meidani M, Deng Y (2017) A compression model for sand-silt mixtures based on the concept of active and inactive voids. Acta Geotech 12(6):1301–1317

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