夯实水泥土桩复合地基的变形特性  

Deformation Behaviours of Compacted Composite Ground with Soil cement Piles

作　　者：刘春源[1] 窦远明[1] 霍金岗 

机构地区：[1]河北工业大学土木系

出　　处：《工程勘察》1998年第3期21-24,共4页Geotechnical Investigation & Surveying

摘　　要：本文以工程实例探讨了中等粘结强度桩——夯实水泥土桩复合地基的变形规律，并提出在加载过程中，存在一个临界值ｐ０，该值代表着桩体和桩间土对加固下卧层共同作用时的起始值。Deformation law of compacted composite ground with soil cement pile is discussed herein through engineering example.A critical value p 0 is existing during loading which represents the initial value of pile and earth between piles on reinforcing the underlying stratum.

关 键 词：复合地基 夯实水泥土桩 变形特性 

分 类 号：TU433[建筑科学—岩土工程] TU472[建筑科学—土工工程]