摘要
水泥土地基因其施工工艺简单、价格低廉而被广泛应用.采用5%,10%,15%水泥掺入量加固不同地域软土,通过无侧限抗压强度试验结果表现为慢性损伤规律性,根据弹塑性损伤规律建立数学模型,经检验其拟合效果良好.
The construction technology of cement soil gene is simple, inexpensive and widely used. Using cement mixed weight 5 96,10 96,15 96 reinforcement in different regions through soft soil, unconfined compressive strength test results as a manifestation of chronic injury regularity, model is established by checking its good fitting results. according to elastic -plastic damage law mathematical
出处
《吉林建筑工程学院学报》
CAS
2012年第2期6-8,19,共4页
Journal of Jilin Architectural and Civil Engineering
基金
国家自然科学基金项目(40672180)
吉林省教育科学"十二五"规划重点课题(ZC11160)共同资助
关键词
水泥土
无侧限抗压强度
损伤规律
cement
unconfined compressive strength
damage law
