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Closure to “Intact, Disturbed, and Reconstituted Undrained Shear Behavior of Low-Plasticity Natural Silt” by Øyvind Blaker and Don J. DeGroot
Closure to “Intact, Disturbed, and Reconstituted Undrained Shear Behavior of Low-Plasticity Natural Silt” by Øyvind Blaker and Don J. DeGroot
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Closure to “Intact, Disturbed, and Reconstituted Undrained Shear Behavior of Low-Plasticity Natural Silt” by Øyvind Blaker and Don J. DeGroot

Blaker, Øyvind ; DeGroot, Don J

Journal of geotechnical and geoenvironmental engineering, 2021-11, Vol.147 (11) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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2
Characterizing undrained shear behavior of loess subjected to K loading condition
Characterizing undrained shear behavior of loess subjected to K loading condition
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Characterizing undrained shear behavior of loess subjected to K loading condition

Liu, Xin ; Wang, Yuchuan ; Nam, Boo Hyun

Engineering geology, 2022-06, Vol.302, p.106634, Article 106634 [Periódico revisado por pares]

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3
The Undrained Shear Behavior of Clean Coral Silt and Coral Silt-Sand Mixtures
The Undrained Shear Behavior of Clean Coral Silt and Coral Silt-Sand Mixtures
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The Undrained Shear Behavior of Clean Coral Silt and Coral Silt-Sand Mixtures

Jiang, Chunyong ; Ding, Xuanming ; Fang, Huaqiang ; Ou, Qiang ; Niu, Lei Mitchell, M. R.

Journal of testing and evaluation, 2023-09, Vol.51 (5), p.3596-3611 [Periódico revisado por pares]

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Discussion of “Intact, Disturbed, and Reconstituted Undrained Shear Behavior of Low-Plasticity Natural Silt” by Øyvind Blaker and Don J. DeGroot
Discussion of “Intact, Disturbed, and Reconstituted Undrained Shear Behavior of Low-Plasticity Natural Silt” by Øyvind Blaker and Don J. DeGroot
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Discussion of “Intact, Disturbed, and Reconstituted Undrained Shear Behavior of Low-Plasticity Natural Silt” by Øyvind Blaker and Don J. DeGroot

Koutsoftas, Demetrious C

Journal of geotechnical and geoenvironmental engineering, 2021-11, Vol.147 (11) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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5
Effect of initial pore pressure on undrained shear behaviour of fine-grained gassy soil
Effect of initial pore pressure on undrained shear behaviour of fine-grained gassy soil
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Effect of initial pore pressure on undrained shear behaviour of fine-grained gassy soil

Hong, Y ; Wang, L.Z ; Ng, Charles W.W ; Yang, B

Canadian geotechnical journal, 2017-11, Vol.54 (11), p.1592-1600 [Periódico revisado por pares]

Ottawa: NRC Research Press

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6
Experimental investigation of unconsolidated undrained shear behaviour of peat
Experimental investigation of unconsolidated undrained shear behaviour of peat
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Experimental investigation of unconsolidated undrained shear behaviour of peat

Wang, Di ; Xu, Dongqiang ; McCarthy, Eileen ; Rodrigues de Amorim, Romain ; Li, Zili

Bulletin of engineering geology and the environment, 2022, Vol.81 (1), Article 60 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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7
Dynamic Undrained Shear Strength Behavior of Bentonite–Grouted Sand
Dynamic Undrained Shear Strength Behavior of Bentonite–Grouted Sand
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Dynamic Undrained Shear Strength Behavior of Bentonite–Grouted Sand

Noori, Amir ; Ziaie Moayed, Reza ; Hassanlourad, Mahmud

Geotechnical and geological engineering, 2019-10, Vol.37 (5), p.4551-4563 [Periódico revisado por pares]

Cham: Springer International Publishing

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8
Micromechanical modelling of monotonic drained and undrained shear behaviour of granular media using three-dimensional DEM
Micromechanical modelling of monotonic drained and undrained shear behaviour of granular media using three-dimensional DEM
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Micromechanical modelling of monotonic drained and undrained shear behaviour of granular media using three-dimensional DEM

Sitharam, Thallak. G. ; Dinesh, S. V. ; Shimizu, N.

International journal for numerical and analytical methods in geomechanics, 2002-10, Vol.26 (12), p.1167-1189 [Periódico revisado por pares]

Chichester, UK: John Wiley & Sons, Ltd

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9
Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution
Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution
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Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution

Zhang, Fanyu ; Wang, Gonghui ; Kamai, Toshitaka ; Chen, Wenwu ; Zhang, Dexuan ; Yang, Jun

Engineering geology, 2013-03, Vol.155, p.69-79 [Periódico revisado por pares]

Kidlington: Elsevier B.V

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10
Effect of initial water content on undrained shear behaviour of reconstituted clays
Effect of initial water content on undrained shear behaviour of reconstituted clays
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Effect of initial water content on undrained shear behaviour of reconstituted clays

HONG, Z.-S ; BIAN, X ; CUI, Y.-J ; GAO, Y.-F ; ZENG, L.-L

Géotechnique, 2013-05, Vol.63 (6), p.441-450 [Periódico revisado por pares]

London: Telford

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