Dataset of Simulated Undrained Cofferdam Models for Parameteric Study
Citation Link: https://doi.org/10.15480/882.17440
Type
Simulation Data
Version
01
Date Issued
2026-07-06
Language
English
TORE-DOI
Abstract
This dataset includes the numerical results of a undrained cofferdam box considering a parameter variation. The simulations have all been conducted using the Finite Element Method with the commercial software PLAXIS 2D. The investigated cofferdams represent a cofferdam box used as an excavation enclosure. The Hardening Soil Model with Small-Strain Stiffness is used as the material model. The results show the wall deformations, vertical stress distributions, and earth pressures on the cofferdam walls for different cofferdam dimensions and various parameter combinations.
Subjects
Cofferdam
Finite Element Method
Excavations
Databank
Computational Geotechnics
DDC Class
624.15: Geotechnical Engineering
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00_ReadMe_cofferdam_not_drained_kce_x_eha_x_jg.pdf
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