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Geomechanics and Geoengineering
An International Journal
Volume 16, 2021 - Issue 2
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Original Articles

Comparative study of shear strength characteristics of dry cohesionless sands from triaxial, plane-strain and direct shear tests

Adel Hannaa BCEE Department, Concordia University, Montreal, Canada
&
Tahar Ayadatb Civil Engineering Department, Prince Mohammad Bin Fahd University, Al Khobar, KSACorrespondence[email protected]
Pages 150-162 | Received 16 Jan 2019, Accepted 22 Jul 2019, Published online: 12 Aug 2019

Citations (4)

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Read on this site (1)

Yuke Wang, Junhao Li, Xiang Yu, Xiaoying Lin, Jinggan Shao & Jiancang Zhao. (2022) Study on fractional-order elastic-plastic constitutive model of river silt based on critical state theory. Marine Georesources & Geotechnology 0:0, pages 1-8.
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Articles from other publishers (3)

Amit Kumar Ram, Yogesh Kumar Sharma & Supriya Mohanty. (2022) Experimental Study on Shear Strength Performance of Coal Bottom Ash Reinforced with Geosynthetics. International Journal of Geosynthetics and Ground Engineering 8:3.
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Marthinus C. H. Sonnekus & John V. Smith. (2022) Comparing Shear Strength Dispersion Characteristics of the Triaxial and Direct Shear Methods for Undisturbed Dense Sand. KSCE Journal of Civil Engineering 26:4, pages 1560-1568.
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Tahar Ayadat & Adel Hanna. (2019) Effect of Overconsolidation on the Angle of Shearing Resistance Under Different Laboratory Testing. Indian Geotechnical Journal 50:3, pages 514-518.
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