摘要
通过流动度测试、无侧限抗压强度试验来研究含泥量对砂质土流态固化处理效果的影响。同时基于响应面法,以水灰比为2∶1的混合样为例,分别建立了含泥量与流动度、无侧限抗压强度的关系模型,并分析其影响规律。结果表明,含泥量等因素均对流动度、无侧限抗压强度产生影响;根据试验结果拟合得到的模型显著,存在某个含泥量,使得流动度和强度均存在峰值。
Fluidity tests and unconfined compressive strength tests were carried out to study the influence of mud content on the curing effect of sandy soil. Based on the response surface methodology, the relationship models of mud content with fluidity and unconfined compressive strength were established for mixed samples with a water cement ratio of 2∶1, and the influential laws were analyzed. The results show that the mud content and other factors affect the fluidity and unconfined compressive strength. The model obtained by fitting the test results is significant, and there is a certain mud content, which makes the fluidity and strength both have peak values.
作者
林泓民
白兰兰
彭劼
王成俊
李刚
LIN Hongmin;BAI Lanlan;PENG Jie;WANG Chengjun;LI Gang(Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing,Jiangsu 210098,China;Jiangsu Research Center for Geotechnical Engineering Technology,Hohai University,Nanjing,Jiangsu 210098,China;JSTI Group,Nanjing,Jiangsu 210019,China;Nanjing Water Conservancy Construction Engineering Testing Center Co.,Ltd,Nanjing,Jiangsu 210028,China)
出处
《河北工程大学学报（自然科学版）》
CAS
2022年第3期30-35,共6页
Journal of Hebei University of Engineering:Natural Science Edition
基金
国家自然科学基金资助项目(51578214)
江苏省交通运输厅科技成果转化项目(2021QD07)。
关键词
含泥量
室内试验
流动度
无侧限抗压强度
响应面法
silt content
laboratory test
fluidity
unconfined compressive strength
the response surface method
