Data underlying the study of vertical drain method to improve soft soil using sand-filled perforated bamboos.

DOI:10.4121/6b79dc99-b55d-44eb-80d2-c66001de3a45.v1
The DOI displayed above is for this specific version of this dataset, which is currently the latest. Newer versions may be published in the future. For a link that will always point to the latest version, please use
DOI: 10.4121/6b79dc99-b55d-44eb-80d2-c66001de3a45

Datacite citation style

Chakraborty, Suhit; Das, Amit Kumar (2025): Data underlying the study of vertical drain method to improve soft soil using sand-filled perforated bamboos. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/6b79dc99-b55d-44eb-80d2-c66001de3a45.v1
Other citation styles (APA, Harvard, MLA, Vancouver, Chicago, IEEE) available at Datacite

Dataset

Data were collected to evaluate the performance of an eco-friendly, innovative vertical drain technique designed to improve soft soil using end-bearing, sand-filled perforated bamboo drains. Laboratory tests were conducted to determine the properties of the soil, sand, and perforated bamboo. The results are summarized in the given tables. Soft soil is idealized with modified Cam-Clay and sand is modified as Mohr-Coulomb constitutive model in the numerical analysis performed in the study.

History

  • 2025-11-03 first online, published, posted

Publisher

4TU.ResearchData

Format

excel/.xlsx

Organizations

National Institute of Technology Silchar, Department of Civil Engineering, Silchar, India

DATA

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