چکیده مقاله
In the practical design procedure, use of Terzaghi equation to determine the modulus of sub grade reaction for exact foundation is common, but there are some uncertainties in utilizing such equation In this paper the effect of size of foundation on clayey sub grade with use of finite element software Plaxis 3D is proposed to investigate the validation of Terzaghis formulation on determination of sub grade reaction modulus Also the comparison between Vesics proposed equation, Terzaghis one and obtained results are presented
کلیدواژهها
Winkler model Terzaghis equation Foundation Plate load test Modulus of subgrade reaction
نویسندگان
Reza Ziaie Moayed
Assistant Professor, Head of Department of Civil Engineering,Imam Khomeini International University
Masoud Janbaz
M S Candidate of Geotechnical engineering, Imam Khomeini International University
شیوه ارجاع
Ziaie Moayed, Reza and Janbaz, Masoud,1388,Size effect of foundation on modulus of sub grade reaction in clayey soil,8th International Congress on Civil Engineering,Shiraz
ارائهشده در
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