Relationship Estimated Bearing Capacity of Fine-grained Soils with Respect to the Classes of Foundation Soils

World Multidisciplinary Earth Sciences Symposium 2016

Vondráková, Terezie^1 ; Nmec, Frantiek^2 ; Gombár, Miroslav^3 ; ejka, Jií^2 ; Libetin, Ján^4

VŠTE-Institute of Technology and Business in eské Budjovice, Faculty Technology, Department of Civil Engineering, Okruní 517/10, eské Budjovice

370 01, Czech Republic^1

VŠTE-Institute of Technology and Business in eské Budjovice, Faculty Technology, Department of Informatics and Natural Sciences, Okruní 517/10, eské Budjovice

370 01, Czech Republic^2

VŠTE-Institute of Technology and Business in eské Budjovice, Faculty Technology, Department of Mechanical Engineering, Okruní 517/10, eské Budjovice

370 01, Czech Republic^3

VŠTE-Institute of Technology and Business in eské Budjovice, Faculty Technology, Department of Transport and Logistics, Okruní 517/10, eské Budjovice

370 01, Czech Republic^4

关键词: Building foundations;    Field surveys;    Fine grained soil;    Foundation soils;    Geotechnical surveys;    Relationship orientations;    Type class;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/44/2/022023/pdf
DOI  :  10.1088/1755-1315/44/2/022023

来源: IOP

【 摘 要 】

Its aim is to elucidate the relationship orientation bearing capacity fine-grained soils and classes of the foundation soils. Quantification and understanding of the nature of bearing capacity in fine-grained soils is one of the basic senses of a geotechnical survey. We can know the orientation suitability of the site for the foundation. This is possible based on the knowledge of the approximate bearing capacity of field surveys. We can also assume certain complications due to demanding building foundations. Approximate estimate of the percentage of each type classes of fine-grained soil is another reason to the knowledge an indicative bearing capacity. It interests us because of its suitability or unsuitability of view the most important characteristics of foundations represented by the bearing capacity.