机构地区: 湖北工业大学土木工程与建筑学院
出 处: 《土工基础》 2006年第3期76-78,共3页
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.