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...

Full description

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

Internet

https://www.mdpi.com/2076-3417/11/24/12124

Similar Items