摘要
通过砂、水泥、消石灰加固湛江高液限膨胀土 ,电离子土壤固化剂 (IonicSoilSta bilizer,简称ISS)和水泥加固广州吉山粉土质砂和砂质低液限粉土的加州承载比 (Cali forniaBearingRatio ,简称CBR)试验 ,比较了几种加固土的加固效果 .同时探索了ISS加固土的CBR值变化规律 ,并建立了其CBR值与压实度K的关系式 .
By the California Bearing Ratio (CBR) experiments on sand, cement and hydrate of lame reinforced Zhanjiang expansive soil of high liquid limit, and Ionic Soil Stabilizer (ISS) and cement reinforced silty sand and sandy silt of low liquid limit in Jishan,Guangzhou ,the results on a few consolidation agents reinforced earth are compared. The CBR values of ISS stabilized soil are increased with the growth of age and degree of compaction. The relationship between CBR and K , degree of compaction, is formulated.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2002年第7期78-82,共5页
Journal of South China University of Technology(Natural Science Edition)
