干振碎石桩处理可液化土层的分析  

Analysis on Treatment of Liquefiable Soil with Dry-vibrated Gravel Piles

作　　者：蔡升华[1] 邓维祥[1] 

机构地区：[1]江苏省电力设计院

出　　处：《工程勘察》1993年第2期7-11,共5页Geotechnical Investigation & Surveying

摘　　要：本文介绍干振碎石桩在处理可液化土层方面的应用,并详细讨论了干振碎石桩的处理深度和桩间距问题。通过工程实例,证明了干振碎石桩处理可液化土层的效果。The application of dry-vibrated gravel piles to the treatment of liquefiable soil is presented herein. Issues of depth of treatment and pile-spacing of dry-vibrated gravel piles are also deliberated. Through case histories the results of treatment of liquefiable soil with dry-vibrated gravel piles are verified.

关 键 词：液化土层 干振碎石桩 处理 

分 类 号：TU449[建筑科学—岩土工程]