Settlement and Bearing Capacity of Rectangular Footing in Reliance on the Pre-Overburden Pressure of Soil Foundation

Settlement and Bearing Capacity of Rectangular Footing in Reliance on the Pre-Overburden Pressure of Soil Foundation

This article presents a solution for the quantitative evaluation of the stress–strain state (SSS) and the bearing capacity of rectangular foundations, factoring in the unit weight of the soil mass and different values of pre-overburden pressure (POP). In order to assess the SSS of the soil subgrade...

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Bibliographic Details
Main Authors:	Zaven G. Ter-Martirosyan, Armen Z. Ter-Martirosyan, Huu H. Dam
Format:	Article
Language:	English
Published:	MDPI AG 2021-12-01
Series:	Applied Sciences
Subjects:	settlement bearing capacity rectangular footing physical and mechanical properties Hencky’s system stress–strain state
Online Access:	https://www.mdpi.com/2076-3417/11/24/12124

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