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STRESS ANALYSIS OF A SAND PARTICLE WITH INTERFACE IN CEMENT PASTE UNDER UNIAXIAL LOADING (1996)

ZHAO, X.-H. ; CHEN, W. F.

New York, NY [u.a.] : Wiley-Blackwell

International Journal for Numerical and Analytical Methods in Geomechanics 20 (1996), S. 275-285

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ISSN: 0363-9061

Keywords: elasticity ; stress analysis ; inclusion ; interface ; sand ; Engineering ; Engineering General

Source: Wiley InterScience Backfile Collection 1832-2000

Topics: Architecture, Civil Engineering, Surveying , Geosciences

Notes: In this paper, the stress states of a sand particle (or aggregate) with an interface layer in a cement paste (or mortar) subjected to uniaxial compression or tension are studied. This is a dual layer inclusion problem. The general analytical solutions of stresses and deformations are obtained in closed form, and the solutions of several special cases including the sand (or aggregate) treated as rigid body and as a hole as well as when the thickness of the interface layer approaches zero are also given.

Additional Material: 4 Ill.

Type of Medium: Electronic Resource

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