BEHAVIOR OF MIXED CLAYEY SOILS UNDER MONOTONIC LOADING

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SOLTANI JIGHEH H.; SOROUSH A.

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Journal: AMIRKABIR Year:2008 | Volume:18 | Issue:67-C Page(s): 21-29

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Title

BEHAVIOR OF MIXED CLAYEY SOILS UNDER MONOTONIC LOADING

Author(s)

SOLTANI JIGHEH H. | SOROUSH A. | Issue Writer Certificate

Keywords

MIXED CLAYEY SOILSQ3

UNDRAINED TRIAXIAL TESTQ4

MONOTONIC LOADINGQ1

Abstract

MIXED CLAYEY SOILS comprising cohesive and granular materials exist extensively in nature. The fabric of these soils depends very much on the relative volume of granular materials to cohesive soils.Considering broad application of such soils in geotechnical engineering projects, their mechanical behavior and characteristics should be studied and identified. For this purpose, a set of undrained isotropically consolidated triaxial tests with MONOTONIC LOADING carried out on a number of mixed clayey soil samples with different percentages of sands and gravels. The results of the tests showed that shear. Strength and excess pore water pressures increase as the sand/gravel content in the specimens increases.For the specimens with equal volume granular contents, shearing-induced excess pore water pressures are higher when the size of the grains decreases (sand versus gravel). The results also showed that the secant modulus of deformation of the specimens increases with increasing the sand (gravel) content.

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APA: Copy

SOLTANI JIGHEH, H., & SOROUSH, A.. (2008). BEHAVIOR OF MIXED CLAYEY SOILS UNDER MONOTONIC LOADING. AMIRKABIR, 18(67-C), 21-29. SID. https://sid.ir/paper/717/en

Vancouver: Copy

SOLTANI JIGHEH H., SOROUSH A.. BEHAVIOR OF MIXED CLAYEY SOILS UNDER MONOTONIC LOADING. AMIRKABIR[Internet]. 2008;18(67-C):21-29. Available from: https://sid.ir/paper/717/en

IEEE: Copy

H. SOLTANI JIGHEH, and A. SOROUSH, “BEHAVIOR OF MIXED CLAYEY SOILS UNDER MONOTONIC LOADING,” AMIRKABIR, vol. 18, no. 67-C, pp. 21–29, 2008, [Online]. Available: https://sid.ir/paper/717/en

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