Aquitard Model Parameters for Land Subsidence Simulation in Langfang City
by Yongjie Xie·Updated 1mo ago
9.5 KB1files
Available on 1 platform
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Description
9.5 KB of model parameters for aquitards used in a coupled fluid-solid numerical simulation of land subsidence. The dataset, authored by Yongjie Xie and last updated in May 2026, supports a study validating the Cam-clay model for aquitard deformation in Langfang City, China, using groundwater level and layered settlement gauge data from Danfeng Park.
Use Cases
Calibrating Cam-clay model parameters for aquitards based on groundwater level and settlement monitoring data.
Simulating plastic deformation (strain hardening, softening, critical state) in aquitards within pumping-affected zones.
Comparing the impact of deep versus shallow groundwater extraction on pore pressure and land subsidence.
Evaluating different groundwater extraction scenarios to inform resource development and subsidence control strategies.
Strengths
Parameters are validated against monitoring data from a specific field site (Danfeng Park, Langfang City).
Model is based on the Cam-clay model, which can capture yield characteristics under hydrostatic pressure.
Dataset is openly shared under a CC-BY-4.0 license.
Limitations
Row count is unknown, which may limit suitability assessment.
Column-level documentation is absent; field semantics must be inferred after download.
The 9.5 KB file size indicates a very limited parameter set, not a large observational dataset.
Provenance
Source
Yongjie Xie via figshare.
Collection Method
Derived from numerical simulation and calibration using groundwater level and layered settlement gauge monitoring data.
Time Range
null
Freshness
Last updated 2026-05-07 17:35:22; freshness should be verified.
Geography
Langfang City, China (specifically Danfeng Park monitoring site).