Observation and Numerical Simulation on Post-Construction Settlement of Dynamically Consolidated Foundation

Abstract:

The consolidation coefficient, permeability coefficient and other parameters were calculated out based on field measurement data of pore water pressure in this paper. The post-construction settlement behaviour of dynamically consolidated foundation was also simulated. The simulation results were consistent with the actual observation results. The method of this paper provides an effective way for the prediction of post-construction settlement of dynamically consolidated foundation.

• Periodical: Advanced Materials Research (Volumes 250-253)
• Pages: 1917-1921
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.250-253.1917
• Online since: May 2011
• Authors: Yong Mou Zhang, Jian Chang Zhao
• Keywords: Dynamically Consolidated Foundation, Field Measurement, Numerical Simulation, Pore Water Pressure, Post-Construction Settlement

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