摘要
分析了复合BTS固化剂加固土的强度形成机理和优点,对素黄土、石灰加固黄土和复合BTS加固黄土分别进行了击实试验、无侧限风干抗压强度试验、无侧限饱水抗压强度试验和CBR试验。结果表明:复合BTS固化剂加固土比素土、石灰土具有更高的强度、水稳定性和CBR值。
Herein the strength formation mechanism in loess stabilization by composite BTS agent and the advantages were analyzed by the compaction test, unconfined air-drying compressive strength test, unconfined water-saturated compression test and CBR test on pure loess, lime-stabilized loess and composite BTS agent stabilized loess respectively. The results show that, compared to pure and lime soil, composite BTS agent stabilized loess has higher strength, water stability and CBR value.
出处
《路基工程》
2016年第6期125-128,共4页
Subgrade Engineering
