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Rigid Pile-soil Interaction Research in Coastal Region of Dongying

Author: SongFengMin
Tutor: YanQingZhi
School: China University of Petroleum
Course: Geotechnical Engineering
Keywords: Rigid pile Pile-soil interaction Finite Element Simulation Field test
CLC: TU473.1
Type: Master's thesis
Year: 2011
Downloads: 22
Quote: 0
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Abstract


Dongying China as an emerging city , with the rapid economic development of the coastal areas of further development is imperative . Be more widely used in the areas of engineering rigid pile foundation reinforcement , but the pile - soil interaction mechanism of considerable complexity of the pile - soil by force , the understanding of the deformation characteristics is not clear , nor precise calculation of stress and strain . This article combination of the Dongying area waterfront geological characteristics , select the appropriate pile - soil interface model , based on theory and experience to determine the applicable local pile foundation design parameters and engineering information to verify the correctness of theoretical modeling , so that in the engineering design of the pile to make the appropriate adjustments and estimates . Analog engineering geological conditions of the site investigation of soil , while establishing the practical application of rigid pile - Prestressed Concrete Piles model . Scene static load test of pile foundation settlement amount and the carrying capacity of the region 's two using ANSYS model to study the role of the pile-soil pile soil interaction in practical engineering simulation , and finally the two ANSYS The analysis of the results of a comparative analysis with conclusions based on field data . The results show that the interaction of the pile and soil stratification , the conclusion of the on-site analysis is basically the results with ANSYS simulation is consistent .

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CLC: > Industrial Technology > Building Science > Soil mechanics,foundation engineering > Foundation > Pile foundation and deep foundation > Pile
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