Mechanical behavior, compressibility, and microstructural analysis of problematic soil through a green soil stabilization approach

• Vege-grout additive derived from fermented vegetable waste enhanced soil strength and consolidation. • Longer curing times consistently increased peat strength by promoting soil binding and carbonate precipitation. • Treated peat exhibited increased brittleness, which correlated with strength gains over the curing period. • Optimal vege grout content improved compressibility and reduced settlement. Researchers have explored various materials and methods to improve the strength and stabilization of peat soil for construction. Deep peat soil's significant compressibility, low bearing capacity, and high creep potential present major challenges in geotechnical engineering. In this paper, the unconfined compression strength (UCS) and oedometer testing were conducted to determine peat strength and compressibility behavior after being stabilized with a bio-cement called vege-grout, derived from fermented vegetable waste. Soil stabilized with 5 %, 10 %, 15 %, 20 %, and 25 % vege grout was cured for up to 8 weeks before undergoing UCS testing. The finding showed that, in between 4 and 6 weeks of the curing period, the UCS of the peat stabilized with vege-grout exhibiting substantial mechanical strength at all vege-grout inclusion levels. The results showed optimum strength improvements, with a 449 % increase in UCS at 15 % vege-grout after 8 weeks. At the optimal percentage, vege grout's cementitious properties bind peat particles, densify the matrix, and enhance soil strength and load-bearing capacity. The coefficient of consolidation (Cv) also improved, reducing settlement from 23.34 ± 7.8 m 2 /year to 7.13 ± 3.5 m 2 per year over increasing effective stress. The significant improvement in strength and compressibility of peat after treatment with 15 % vege grout demonstrates the effectiveness of vege grout as a peat stabilizer and highlights its potential as an alternative to chemical stabilizers for foundation applications.

Authors

Institutions

Publication Details

Journal
Results in Engineering
Published
2024-11-26
DOI
https://doi.org/10.1016/j.rineng.2024.103524
Citations
11
Primary Topic
Microbial Applications in Construction Materials
Type
article
Field-Weighted Citation Impact
2.26
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Mechanical behavior, compressibility, and microstructural analysis of problematic soil through a green soil stabilization approach

Intan Nor Zuliana Baharudin, Rasyikin Roslan, Farah Atiqah Abdul Azam, Rohayu Che Omar et al.
11 citations
Results in Engineering
Microbial Applications in Construction Materials
2.26
article

Mechanical behavior, compressibility, and microstructural analysis of problematic soil through a green soil stabilization approach

Intan Nor Zuliana Baharudin, Rasyikin Roslan, Farah Atiqah Abdul Azam, Rohayu Che Omar, Muhamad ZulAfiq Razman
article en
11 citations

Abstract

• Vege-grout additive derived from fermented vegetable waste enhanced soil strength and consolidation. • Longer curing times consistently increased peat strength by promoting soil binding and carbonate precipitation. • Treated peat exhibited increased brittleness, which correlated with strength gains over the curing period. • Optimal vege grout content improved compressibility and reduced settlement. Researchers have explored various materials and methods to improve the strength and stabilization of peat soil for construction. Deep peat soil's significant compressibility, low bearing capacity, and high creep potential present major challenges in geotechnical engineering. In this paper, the unconfined compression strength (UCS) and oedometer testing were conducted to determine peat strength and compressibility behavior after being stabilized with a bio-cement called vege-grout, derived from fermented vegetable waste. Soil stabilized with 5 %, 10 %, 15 %, 20 %, and 25 % vege grout was cured for up to 8 weeks before undergoing UCS testing. The finding showed that, in between 4 and 6 weeks of the curing period, the UCS of the peat stabilized with vege-grout exhibiting substantial mechanical strength at all vege-grout inclusion levels. The results showed optimum strength improvements, with a 449 % increase in UCS at 15 % vege-grout after 8 weeks. At the optimal percentage, vege grout's cementitious properties bind peat particles, densify the matrix, and enhance soil strength and load-bearing capacity. The coefficient of consolidation (Cv) also improved, reducing settlement from 23.34 ± 7.8 m 2 /year to 7.13 ± 3.5 m 2 per year over increasing effective stress. The significant improvement in strength and compressibility of peat after treatment with 15 % vege grout demonstrates the effectiveness of vege grout as a peat stabilizer and highlights its potential as an alternative to chemical stabilizers for foundation applications.

Results in EngineeringVol. 24
Universiti Tenaga Nasional (MY)
Openalex Percentile: Top 12%
Microbial Applications in Construction Materials
2.26
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.