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Shear strength and microstructural characteristics of loose sandy soil reinforced with vetiver grass roots and improved by microbially induced calcite precipitation

Crossref DOI link: https://doi.org/10.1007/s10064-025-04776-0

Published Online: 2026-02-12

Published Print: 2026-03

Update policy: https://doi.org/10.1007/springer_crossmark_policy

Authors

Jamnongwong, Marupatch

Chompoorat, Thanakorn

Likitlersuang, Suched

Jongpradist, Pornkasem

Chaiyara, Rattiya

Jamsawang, Pitthaya https://orcid.org/0000-0003-1040-9478
Funding

Funding for this research was provided by:

National Science, Research, and Innovation Fund (NSRF) and King Mongkut’s University of Technology North Bangkok (Project No. KMUTNB-FF-69-A-05)
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Text and Data Mining valid from 2026-02-12

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Article History

Received: 7 June 2025

Accepted: 26 December 2025

First Online: 12 February 2026

Declarations

:

: The authors state that the research was conducted according to ethical standards.

: The authors declare that there is no conflict of interest.

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