摘要
结合工程实践，通过对南阳膨胀土特性研究，尤其是对２∶８ 灰土垫层和原状膨胀土做了对比试验，并探讨了膨胀土掺石灰对土的工程特性的影响机制。
Combining with practice of engineering construction, a study on the mechanism of project character effect of expansive soil mixed with lime, on engineering of of Nanyang expansive soil was performed, especially, a comparative test of lime soil 2:8 pad and original expansive soil was conducted.
出处
《工程地质学报》
CSCD
1999年第4期372-374,共3页
Journal of Engineering Geology
关键词
膨胀土掺石灰
工程特性
影响机制
地基处理
Expansive soil with lime, Soil engineering property, Effect mechanism effect mechanism.
