Analysis of influence factors for solidified soil strength based on change of physicochemical properties of loess
|更新时间:2026-06-25
|
Analysis of influence factors for solidified soil strength based on change of physicochemical properties of loess
Vol. 32, Issue 7, (2011)
作者机构:
1. 西北农林科技大学 水利与建筑工程学院,陕西 杨凌,712100
2. 中国科学院 教育部水土保持与生态环境研究中心,陕西 杨凌,712100
作者简介:
基金信息:
DOI:
CLC:TU411
Online First:30 June 2011,
Published:2011
稿件说明:
移动端阅览
FAN Heng-hui, GAO Jian-en, WU Pu-te, et al. Analysis of influence factors for solidified soil strength based on change of physicochemical properties of loess[J]. 2011, 32(7).
DOI:
FAN Heng-hui, GAO Jian-en, WU Pu-te, et al. Analysis of influence factors for solidified soil strength based on change of physicochemical properties of loess[J]. 2011, 32(7).DOI:
Analysis of influence factors for solidified soil strength based on change of physicochemical properties of loess
Based on the rules of the loess distribution from northwest to southeast in the middle reaches of the Yellow River
the influence factors of solidified soil with the cement-based soil stabilizer were studied including physicochemical properties and minerals. The results show that with the clay content increase
the strength of solidified soil reduced and then increased of which the clay content of 17.0% is the cut-off points. The strength increased with the more alkalinity in soil. The impact of the montmorillonite is better than the illite. The strength increased as the content of the illite added in the illite soil. The strength increased as the cation exchangeable capacity added and the exchangeable sodium percent reduced. The study indicates that the main reason of soil suitability of based-cement soil stabilizer is the different physicochemical properties of soil; and the strength regularity of the solidified soil is that strength increased from northwest to southeast in the middle reaches of the Yellow River