Scholarlink

<p>The stabilization of laterite soil using sustainable and environmentally friendly materials has gained considerable attention as an alternative to conventional chemical stabilizers. This study investigates the effectiveness of tamarind gum biopolymer (TGB) as a natural soil stabilizer for improving the engineering properties of laterite soil. Experimental investigations were carried out by incorporating varying proportions of TGB, up to 3% (w/w) based on the dry weight of the soil, and evaluating its influence on Atterberg limits, compaction characteristics, shear strength, and permeability. The results demonstrated that the addition of 3% TGB significantly enhanced the engineering performance of laterite soil, resulting in a 17.48% increase in maximum dry density, a 73.33% increase in cohesion, a 19% increase in the angle of internal friction, and a 13.63% reduction in permeability. Furthermore, Scanning Electron Microscopy (SEM) and X-ray Diffraction (XRD) analyses confirmed improved interaction and bonding between the biopolymer and soil particles, leading to a denser and more stable soil matrix. These findings indicate that tamarind gum biopolymer is an effective, sustainable, and eco-friendly stabilizing agent with significant potential for long-term geotechnical and pavement engineering applications.</p>

错误：搜索内容不能为空，请输入英文关键词
错误：关键词超出字数限制，请精简
高级检索

Geotechnical evaluation of laterite soil treated with tamarind gum biopolymer

  • 期刊论文

  • 出版模式：

    开放获取

  • 发表日期：

    2026年7月25日

查看全文
  • Shailendra Pandurang Banne,
  • Pratima Vitthal Kalokhe,
  • Pranita Ghodchar,
  • Shrutika Nanote,
  • Atharva Musande,
  • Aditi Giri,
  • Kennedy C. Onyelowe,
  • Krishna Prakash Arunachalam,
  • Viroon Kamchoom

摘要

The stabilization of laterite soil using sustainable and environmentally friendly materials has gained considerable attention as an alternative to conventional chemical stabilizers. This study investigates the effectiveness of tamarind gum biopolymer (TGB) as a natural soil stabilizer for improving the engineering properties of laterite soil. Experimental investigations were carried out by incorporating varying proportions of TGB, up to 3% (w/w) based on the dry weight of the soil, and evaluating its influence on Atterberg limits, compaction characteristics, shear strength, and permeability. The results demonstrated that the addition of 3% TGB significantly enhanced the engineering performance of laterite soil, resulting in a 17.48% increase in maximum dry density, a 73.33% increase in cohesion, a 19% increase in the angle of internal friction, and a 13.63% reduction in permeability. Furthermore, Scanning Electron Microscopy (SEM) and X-ray Diffraction (XRD) analyses confirmed improved interaction and bonding between the biopolymer and soil particles, leading to a denser and more stable soil matrix. These findings indicate that tamarind gum biopolymer is an effective, sustainable, and eco-friendly stabilizing agent with significant potential for long-term geotechnical and pavement engineering applications.