Cyclic degradation of weakly cemented soil and artificial bedding plane in cyclic ring shear test

Author:

Van Hai Nguyen,Duong Nguyen ThanhORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference30 articles.

1. Mortezaie AR (2012) Cyclic threshold strains in clays versus sands and the change of secant shear modulus and pore water pressure at small cyclic strains. Doctor of Philosophy in Civil Engineerin University of California, LA

2. Mortezaie AR, Vucetic M (2013) Effect of frequency and vertical stress on cyclic degradation and pore water pressure in clay in the NGI simple shear device. J Geotech Geoenviron Eng 139(10):1727–1737

3. Nhan TT, Matsuda H, Phuong ATT, Thanh NNT, Van TP, Quang TD (2022) Effects of physical properties and undrained cyclic shear conditions on the pore water pressure responses of saturated sands and clays. Sci Earth 2022:1–16

4. Nhan TT, Matsuda H (2020) Pore water pressure accumulation and settlement of clays with a wide range of Atterberg’s limits subjected to multi-directional cyclic shear. Vietnam J Earth Sci 42(1):93–104

5. Okur DV, Ansal A (2007) Stiffness degradation of natural fine grained soils during cyclic loading. Soil Dyn Earthq Eng 27(9):843–854

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