Priebe法在近岸工程振冲碎石桩复合地基沉降量计算中的研究  

Research of Priebe Method in the Settlement Calculation of Vibro-replacement Stone Column Composite Foundation in Offshort Engineering

作　　者：温铂洋 上官子昌[1] 张晶[1] 彭海婷[1] 

机构地区：[1]大连海洋大学海洋与土木工程学院,大连116023

出　　处：《价值工程》2014年第22期137-139,共3页Value Engineering

摘　　要：利用Priebe法,通过对该计算方法分析和改进,将其引入到近岸工程振冲碎石桩复合地基沉降量计算中,建立计算公式,并结合近岸工程实例对地基沉降进行估算,将计算结果与实测值与传统计算方法进行对比,验证这种方法的可行性。Priebe method is used to calculate the settlement of vibro-replacement stone column composite foundation in offshort engineering by analysing and improving the calculation method. The computational formula is established combined with the offshortengineering example to evaluate the foundation settlement. The settlement calculation result is compared with the measured settlement, indicating this method had certain practicality.

关 键 词：近岸工程 Priebe法 沉降量 振冲碎石桩 

分 类 号：TU472[建筑科学—结构工程]