DocumentCode
736922
Title
Numerical Simulation Analysis with FLAC3D on Retrofitting and Strengthening of Existing Deep Foundation Pit
Author
Xu, Houcai ; Xu, Houcai
fYear
2015
fDate
13-14 June 2015
Firstpage
704
Lastpage
707
Abstract
Taking a reinforcement engineering about existing foundation pit as the background, the FLAC3D is used to simulate the process of construction and pile-anchor supporting system. During the simulation Mohr-Coulomb model is used and contact elements are applied to the interfaces between anchor and soil. According to the measured data and parametric analysis results, the soil parameters are calculated with FLAC3D. By using these parameters, the existing supporting deformation under original scheme is calculated. The reinforcement scheme is adopted on the basis of calculation results. The analysis results of the deformation, that were calculated by this model, were generally in agreement with the measured data. Furthermore, the agreement shows that the FLAC3D model and analytical method are reliable. And the results of FLAC3D numerical simulations can satisfy the need of engineering, so it can be well applied to analyze and predict practical engineering.
Keywords
Analytical models; Data models; Force; Numerical models; Numerical simulation; Soil; Soil measurements; FLAC3D; design optimization; existing deep foundation excavation; horizontal displacement; numerical simulations;
fLanguage
English
Publisher
ieee
Conference_Titel
Measuring Technology and Mechatronics Automation (ICMTMA), 2015 Seventh International Conference on
Conference_Location
Nanchang, China
Print_ISBN
978-1-4673-7142-1
Type
conf
DOI
10.1109/ICMTMA.2015.175
Filename
7263669
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