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锚杆静压桩沉桩挤土效应的实用计算方法
引用本文:李永盛,刘万兴.锚杆静压桩沉桩挤土效应的实用计算方法[J].同济大学学报(自然科学版),2000,28(4):492-496.
作者姓名:李永盛  刘万兴
作者单位:同济大学地下建筑与工程系
摘    要:提出具有竖向荷载作用的锚杆静压桩桩周土体的简化受力模型,推导并给出了锚杆静压桩沉桩时产生的塑性区半径的实用计算公式,并结合工程实例分析探讨了沉桩挤土规律。

关 键 词:锚杆静压桩  沉桩挤土效应  建筑物纠偏

Practical Calculating Method of Soil Compaction Effect of Anchor Jacked Pile while Sinking
LI Yong-sheng,LIU Wan-xing.Practical Calculating Method of Soil Compaction Effect of Anchor Jacked Pile while Sinking[J].Journal of Tongji University(Natural Science),2000,28(4):492-496.
Authors:LI Yong-sheng  LIU Wan-xing
Abstract:This paper presents a simplified mechanics model of soil around anchor jacked pile, on which vertical load affects. A practical calculating formula, by which the radius of plastic range can be calculated, is derived. In addi- tion, combined with case history the soil compaction effect of anchor jacked pile while sinking is discussed.
Keywords:anchor jacked pile  radius of plastic range  additional settlement  
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