摘要
采用水泥浆液多轴深层搅拌工艺,对湛江某企业厂房软黏土地基进行了块状加固。对经室内配比改性后的水泥土进行了无侧限抗压强度试验,并和现场施工条件下的无侧限抗压强度进行了对比分析,给出了用于工程设计分析时应采用的水泥土强度折减率。
In this study, the design strength of the deep cement mixing modifier and the unconfined compressive strength of the site modifier were compared and analyzed by the field application of deep cement mixing method.The strength reduction rate of modified marine soft clay should be used in engineering design analysis was given.
作者
王昊岚
王鹰
尤静霖
Wang Haolan;Wang Ying;You Jinglin(Urban and Rural Construction Institute,Hebei Agricultural University HebeiBaoding 071001;China Hebei Construction&Geotechnical Investigation Group Ltd.,HebeiShijiazhuang 050031)
出处
《科技风》
2022年第11期72-74,共3页
关键词
软黏土
海相沉积
深层搅拌法
无侧限抗压强度
soft clay
marine deposit
deep cement mixing method
unconfined compressive strength