Observation and Numerical Simulation on Post-Construction Settlement of Dynamically Consolidated Foundation
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.
Guangfan Li, Yong Huang and Chaohe Chen
Y. M. Zhang and J. C. Zhao, "Observation and Numerical Simulation on Post-Construction Settlement of Dynamically Consolidated Foundation", Advanced Materials Research, Vols. 250-253, pp. 1917-1921, 2011