Determination of Stress in Spread Foundation Subsoil by Various Approaches-Reference-Cited by-同舟云学术

Determination of Stress in Spread Foundation Subsoil by Various Approaches

Published:2015-05-01 Issue:1 Volume:11 Page:29-37
ISSN:1336-5835
Container-title:Civil and Environmental Engineering
language:en
Short-container-title:

Author:

Nguyen Giang¹²

Affiliation:

1. Department of Geotechnics, Faculty of Civil Engineering, University of Žilina, Univerzitná 8215/1, 010 26 Žilina.

2. Institute of Textile Engineering and Polymer Materials, Faculty of Materials and Environment Sciences, University of Bielsko – Biela, Poland

Abstract

Abstract The paper deals with the determination of stress induced in spread foundation subsoil by Slovak Technical Standard STN 73 1001:2010 (STN) and Polish Standard PN-81/B-03020 (PN). While STN does not consider with stress state in subsoil just after carrying out excavation and the stress is determined from overloading only, PN considers with stress states after carrying out excavation and follows loading. Differences are also in determination of foundation stiffness and taking into account soil structural strength. It will be shown that different approaches make difference in the value of additional stress up to 18.6 %.

Publisher

Walter de Gruyter GmbH

Subject

Civil and Structural Engineering,Environmental Engineering

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