Comparison of Shear Strength of Cohesionless Soil in Direct Shear and Simple Shear Tests Under Repeated Loadings
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-7434-4_111
Reference11 articles.
1. Afzali-Nejad A, Lashkari A, Shourijeh PT (2017) Influence of particle shape on the shear strength and dilation of sand-woven geotextile interfaces. Geotext Geomembr 45(1):54–66
2. Alsaleh MI, Alshibli KA, Voyiadjis GZ (2006) Influence of micromaterial heterogeneity on strain localization in granular materials. Int J Geomech 6(4):248–259
3. Alshibli KA, Roussel LE (2006) Experimental investigation of slip-stick behaviour in granular materials. Int J Numer Anal Meth Geomech 30(14):1391–1407
4. Hanzawa H, Nutt N, Lunne T, Tang YX, Long M (2007) A comparative study between the NGI direct simple shear apparatus and the Mikasa direct shear apparatus. Soils Found 47(1):47–58
5. Le TT, Park SS, Woo SW (2022) Cyclic response and reconsolidation volumetric strain of sand under repeated cyclic shear loading events. J Geotech Geoenviron Eng 148(12):04022109
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