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一种多元复合地基复合模量的计算方法
引用本文:尚新生,王明程,林银飞,谢定义,邵生俊. 一种多元复合地基复合模量的计算方法[J]. 华北水利水电学院学报, 2009, 30(1)
作者姓名:尚新生  王明程  林银飞  谢定义  邵生俊
作者单位:中国水电顾问集团昆明勘测设计院科研分院,云南,昆明,650033;海南电力设计院,海南,海口,570203;空军工程大学工程学院,陕西,西安,710063;西安理工大学岩土所,陕西,西安,710048
摘    要:多元复合地基的沉降计算依赖于其复合模量的取值.目前多元复合地基复合模量计算均未考虑桩对桩间土的侧向挤密作用,因而其沉降计算结果与实际值相差较大.而考虑桩体与桩间土的侧向挤压作用,依据线弹性变形理论,推求的多元复合地基的复合模量公式应用于工程实例,结果表明,该方法是合理可行的,并且存在着参数易于确定、方法简便、机理清楚的特点.

关 键 词:多元复合地基  复合模量  侧向挤压  应变能

A Calculation Method of the Composite Modulus of the Multi-Composite Ground Base
SHANG Xin-sheng,WANG Ming-cheng,LIN Yin-fei,XIE Ding-yi,SHAO Sheng-jun. A Calculation Method of the Composite Modulus of the Multi-Composite Ground Base[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2009, 30(1)
Authors:SHANG Xin-sheng  WANG Ming-cheng  LIN Yin-fei  XIE Ding-yi  SHAO Sheng-jun
Affiliation:SHANG Xin-sheng1,WANG Ming-cheng2,LIN Yin-fei3,XIE Ding-yi4,SHAO Sheng-jun4
Abstract:The composite modulus is important for the settlement analysis.Now the calculation of the composite modulus do not think over the action of side extrusion between pile bodies and earth among piles,so there is a big difference between the result of calculation and practical settlement.Considering the action of side extrusion between pile bodies and soil among piles,the composite modulus formula for the multi-composite ground base is deduced and obtained,in terms of linear elastic deformation theory,and the f...
Keywords:multi-composite ground base  composite modulus  side extrusion  strain energy  
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