Experimental and Numerical Research of Stress-Strain State of Homogeneous Soil Massif at Interaction with Single Barrette

International Conference on Construction, Architecture and Technosphere Safety 2017

土木建筑工程

Ter-Martirosyan, Z.G.^1 ; Ter-Martirosyan, A.Z.^1 ; Sidorov, V.V.^1

Department of Soil Mechanics and Geotechnics, Moscow State University of Civil Engineering (National Research University), Yaroslavskoye Shosse, 26, Moscow

129337, Russia^1

关键词: Analytical and numerical methods;    Experimental confirmation;    Experimental methods;    Experimental research;    High rise building;    Load-bearing capacity;    Numerical research;    Stress strain state;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/262/1/012100/pdf
DOI  :  10.1088/1757-899X/262/1/012100

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

Deep foundations are used for the design of high-rise buildings due to a large pressure transfer on the soil base. The foundations of buildings sometimes use barrettes which are able to perceive significant vertical and horizontal loads due to improved lateral surface. Barrettes have increased load bearing capacity as compared with large diameter piles. In modern practice the interaction between barrettes and soil is investigated by analytical and numerical methods and has no sufficient experimental confirmation. The review of experimental methods for the research of the intense stress-strain state of the uniform soil massif at interaction with elements of a deep foundation is provided in this article. Experimental research are planned with the use of laboratory stand for the purpose of qualitative data obtaining on the interaction barrettes with an assessment of a settlement model adequacy and also at the research of the intense stress-strain state by numerical methods.