Static Liquefaction of Tailings Containing Fines: Experimental Exploration, Mechanism Analysis and Evaluation. [PDF]
Wang X +6 more
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A new method for predicting the shear strength of loess based on moisture content and large and medium pore volume. [PDF]
Zhang Y, Zhou C, Bian M, Li Z, Fan X.
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Strength and microstructural behaviour of sand Kaolin mixtures stabilized with terrazyme and Xanthan gum. [PDF]
Thomas G, Nayak RR, Gupta NK, Latha GM.
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Performance analysis of geotextile-encased stone columns using a simplified analytical approach. [PDF]
Rahman N, Rokonuzzaman M, Rahman A.
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Performance evaluation of weak kaolin soils with waste-derived plastic granular inclusions. [PDF]
Zaini MSI, Hasan M, Alshawmar F.
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Microstructural and mechanical effects of biochar particle size on clay compressibility and lead immobilization. [PDF]
Nuruddin M +3 more
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Undrained Shear Strength of Cement-Treated Soils
ABSTRACT In order to evaluate the effects of cementation on the mechanical properties of cement-treated soil, a series of isotropic consolidation and undrained triaxial compression shear tests were performed for cement-treated specimens of Ariake clay, Akita sand, Rokko Masado and Toyoura sand.
Kouki Zen
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On the undrained shear strength of gassy clays
Computers and Geotechnics, 2005Abstract The presence of methane gas will affect a soil’s strength, which will alter its resistance to submarine sliding and in turn impact offshore developments. This paper describes a constitutive model for determining the undrained shear strength of fine-grained gassy soils. The model results show that although the presence of gas has a beneficial
J.L.H. Grozic, F. Nadim, T.J. Kvalstad
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Undrained shear strength of a marine sediment
2022This thesis was scanned from the print manuscript for digital preservation and is copyright the author. Researchers can access this thesis by asking their local university, institution or public library to make a request on their behalf. Monash staff and postgraduate students can use the link in the References field.
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Variation in Undrained Shearing Strength by Semiconfined Tests
Canadian Geotechnical Journal, 1971The undrained shearing strength of Welland clay is determined over a range of sample orientation of 180° by the use of semiconfined compression tests that limit failure to one direction, but allow failure on any plane in that direction. It is shown that the undrained shearing strength is very nearly symmetrical about i = 90° and that the Bjerrum ...
F. A. DeLory, H-W. Lai
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