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
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;
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
DOI :
10.1109/ICETCE.2011.5775263
