DocumentCode
3236769
Title
Influence factors of ultimate bearing capacity of foundations under shallow rectangular footings
Author
Wang Zhe ; Wang Guo-cai ; Zhi-bin, Liang
Author_Institution
Coll. of Civil Eng., Zhejiang Univ. of Technol., Hangzhou, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2313
Lastpage
2315
Abstract
Several parameters influencing the calculation result of bearing capacity are discussed, which indicate bearing capacity coefficient is related to the internal friction angle and length-width ratio of rectangular foundation. Through analyzing ultimate bearing capacity of rectangular foundations using three equations and three theoretical solutions, some useful conclusions are gotten.
Keywords
foundations; friction; geotechnical engineering; tensile strength; internal friction angle; length-width ratio; rectangular foundation; shallow rectangular footings; ultimate bearing capacity coefficient; Equations; Friction; Loading; Mathematical model; Rocks; Soil; field plate load test; shallow rectangular foundation; ultimate bearing capacity of foundations;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5775263
Filename
5775263
Link To Document