Application of Biot Consolidation Theory to Analyze Land Subsidence

Shu Fang Wang; Ming Xin Zheng

doi:10.4028/www.scientific.net/AMR.168-170.2615

Paper Titles

Study on High Cutting Slopes with Horizontal Soft-Hard Strata in Three Gorges Reservoir Area
p.2595

Basic Properties of Woodceramics Made from Furane Resin/Wood Powder Composite
p.2602

The Manufacture and Test of Advanced Composite Material Flange
p.2606

Structure Dynamic Signal Denoise Using Multi-Scale EMD
p.2611

Application of Biot Consolidation Theory to Analyze Land Subsidence
p.2615

Effects of Temperature and Strain-Rate on the Compressive Strength of Concrete
p.2619

Study on Application of PCM in Asphalt Mixture
p.2625

Optimum Design Study on Leveling Variable Stiffness of Composite Foundation with Rammed Soil-Cement Pile
p.2631

Experimental Research on Wet-Chemical Property of Highly Weathered Rock
p.2636

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170Application of Biot Consolidation Theory to...

Application of Biot Consolidation Theory to Analyze Land Subsidence

Abstract:

Based on the summary of the status of land subsidence research, Biot Consolidation Theory is proposed to analyze the coupling of seepage field caused by precipitation. By use of Biot consolidation two-dimensional plane finite element calculation programmed, the land subsidence of the WenZhou Yongqiang plain caused by the exploitation of underground water was analyzed. The results are more in line with the measured data, so the method for analysis of possible land subsidence is practicable.