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。
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.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2001年第4期472-475,共4页
Chinese Journal of Geotechnical Engineering
基金
国家人防科研项目
