固化剂ZDYT-1加固土试验研究

固化剂ZDYT-1加固土试验研究 English Version

基金项目: 国家人防科研项目

1.Hydroelectric Department of Qinghai University Xining 810016 China 2.Department of Civil Engineering Zhejiang University Hangzhou 310027 China

摘要: 根据室内试验结果 ,分析了ZDYT -1加固土的无侧限抗压强度的变化规律及不同掺入比和龄期的应力 -应变关系 ,给出了强度预测公式和应力 -应变关系式 ,可供实际工程参考。
- 固化剂 /
- 无侧限抗压强度 /
- 应力 /
- 应变
Abstract: The relationship of stress-strain and the variation of unconfined compression strength of Xiaoshan clay stabilized by solidified agent ZDYT-1 with different mixing ratio and curing age are studied through the laboratory experiment in this paper. A prediction equation is developed to calculate the strength of stabilized soil and the relationship of stress-strain by analyzing the experimental data. It can be used for reference in engineering practice.
- solidified agent /
- unconfined compression strength /
- stress /
- strain