Prefabricated Vertical Drains (PVD) for Soft Ground Improvement

Published: 15 December 2025| Version 1 | DOI: 10.17632/htf337t49x.1
Contributor:
Pham Van Ngoc

Description

A comprehensive dataset was generated from an automated simulation. The input parameters consisted of geometric variables (soft soil thickness, d0; drain length, d1; smear extent, d7; PVD radius, d8), soil properties (modified compressibility indices λ*, d2 and κ*, d3; horizontal permeability, d4; smear zone permeability, d5), and loading conditions (surcharge, d6). The primary output was the final settlement, denoted as Y.

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Institutions

  • Danang University of Science and Technology

Categories

Civil Geotechnical Engineering

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