摘要
通过对不同土样、不同固化材料配伍的详细分析,针对抗疏力固化材料,参照无机结合料稳定细粒土,就抗疏力固化土室内无侧限抗压强度试验进行分析,在此基础上研究抗疏力新型固化材料的无侧限抗压强度的变化情况,试验结果表明,新型固化剂的使用大大提高了土体的承载能力与抗渗性能。
Based on the detailed analysis of different soil samples and the compatibility of different curing materials,this paper discusses the unconfined compressive strength test of the anti-hydrophobic curing materials in the laboratory,aiming at the anti-hydrophobic curing materials and referring to the inorganic binder to stabilize fine soil.On this basis,the change of the unconfined compressive strength of the new anti-hydrophobic curing materials is studied.The test results show that the new curing agent can greatly improve the bearing capacity and impermeability of soil.
作者
梁永贵
申铁军
LIANG Yong-gui;SHEN Tie-jun(Shanxi Luqiao Second Engineering Co.Ltd,Linfen,Shanxi 041000,China;Shanxi Road&Bridge Construction Group Co.Ltd,Taiyuan,Shanxi 030006,China)
出处
《黑龙江交通科技》
2021年第2期12-13,共2页
Communications Science and Technology Heilongjiang
关键词
抗疏力固化材料
颗粒分析
无侧限抗压强度试验
resistant to hydrophobic curing materials
grain size analysis
unconfined compression strength test
