摘要
通过室内试验,研究聚苯乙烯轻质混合土轻质、高强的相关关系,揭示出轻质混合土抗压强度与水泥掺入比、含水量、密度、龄期和破坏应变的关系,以及不同水泥掺入比和密度时的应力-应变关系,给出了强度预测公式和应力-应变拟合关系,为工程应用提供科学依据。
Based on laboratory experiments, the correlativity between light weight and high strength of the light heterogeneous soil mixed with polystyrene is studied. The authors demonstrate the relations between compressive strength and cement content, moisture content, density, age and failure strain. The compressive stress-strain behavior with different cement contents and densities is also analyzed. Finally, the authors suggest a strength formula and a relationship of stress-strain, which can be used as the scientific basis in-engineering applications.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2004年第12期1964-1968,共5页
Rock and Soil Mechanics
基金
国家自然科学基金课题(No.50479020)
关键词
轻质混合土
抗压强度
水泥掺入比
密度
含水量
Cement additives
Density (specific gravity)
Moisture
Polystyrenes
Soil mechanics