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Table of Content

    01 March 2017, Volume 51 Issue 03 Previous Issue    Next Issue
    Development and Application of a System for Dynamic and Synchronous Analysis of both Monitor Data and Construction Information in Foundation Pit Groups
    ZENG Fanyun, LI Mingguang, CHEN Jinjian, WANG Jianhua
    2017, 51 (03):  269-276.  doi: 10.16183/j.cnki.jsjtu.2017.03.003
    Abstract ( 465 )   HTML ( 462 )   PDF (5473KB) ( 309 )   Save

    In a foundation pit group project, complex excavation stages and large number of monitor data can be encountered, so that the operators are hard to handle the analysis of the interactive impact of the excavation processes on the adjacent foundation pits. To resolve this problem, an analysis system was developed to monitor data and construct information in a foundation pit group synchronously and dynamically. The system used Microsoft SQL Server to facilitate the classification and management of the information of constructions and instrumentations, the time related fields were selected as the reference for the synchronous analysis. The visualized modeling for the excavation processes and the monitor data was conducted through the secondary development of Microsoft Visio and Excel, respectively. A console application was utilized to link and control these models. The system was applied in the synchronous and dynamic analysis of the construction processes and the monitor data in the project of Shanghai Expo foundation pit group, and exposed the interactive impact characteristics of the adjacent excavations in a global and local time/space domain. The system provided an efficient means for the analysis and verification of theories of the interactive impact in the excavation of foundation pit groups.

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    The Coupled Eulerian-Lagrangian Analysis of Pile Jacking Process in Saturated Soft Clay by Using Modified Cam-Clay Model
    MENG Zhen, CHEN Jinjian, WANG Jianhua
    2017, 51 (03):  263-268.  doi: 10.16183/j.cnki.jsjtu.2017.03.002
    Abstract ( 582 )   HTML ( 203 )   PDF (2854KB) ( 519 )   Save

    CEL (Coupled Eulerian-Lagrangian) method was used to model the pile penetration process in soft clay. Firstly, effective stress method was used in the Vumat subroutine to calculate excess pore pressure. Comparison of the experiment results (by odometer test and triaxial test) with the numerical tests demonstrated the reliability of the Vumat subroutine. The subroutine was implemented in the CEL method of Abaqus/Explicit. Pile jacking process in soft clay under undrained conditions was simulated. The soil movements, horizontal displacement, horizontal stress, excess pore pressure were analyzed. The analysis results show that the CEL method which considers excess pore pressures can simulate well the installation effects caused by pile jacking in soft clay.

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