摘要
介绍了一种新型加固土。从水泥土固化机理出发,讨论并对比了掺加工业废料加固土与普通水泥土的无侧限抗压强度试验。
in this paper, a new cement-stabilized soil containing industrial waste is recommended. Based on discussion of its mechanism, the unconfined compression strength test is discussed and compared with ordinary cementzstabilized soil.
出处
《土工基础》
2006年第3期76-78,共3页
Soil Engineering and Foundation
关键词
工业废料加固土
水泥土
试验研究
industrial-waste, cement-stabilized soil, test study
