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桩土共同作用桩基的计算及应用
引用本文:张世民,张忠苗,韩波,徐灵鹏. 桩土共同作用桩基的计算及应用[J]. 建筑技术, 2005, 36(3): 175-177
作者姓名:张世民  张忠苗  韩波  徐灵鹏
作者单位:浙江大学城市学院,310015;浙江大学岩土工程研究所,310027;绿城房地产集团有限公司,310008
摘    要:沿海地区桩基础设计中,通常只考虑由桩来承担上部荷载,而不考虑承台底土体的地基承载力。在复合地基理论基础上提出的一种桩基计算方法考虑了桩与土体共同作用,能充分发挥天然地基的承载力,可减少桩径和桩长,并大大减少桩数,具有良好的经济效益。

关 键 词:桩土共同作用  复合地基理论  地基承载力
文章编号:1000-4726(2005)03-0175-03

CALCULATION OF PILE FOUNDATION UNDER THE JOINT ACTION OF PILE AND SOIL AND ITS APPLICATION
ZHANG Shimin,ZHANG Zhongmiao,HAN Bo,XU Lingpeng. CALCULATION OF PILE FOUNDATION UNDER THE JOINT ACTION OF PILE AND SOIL AND ITS APPLICATION[J]. Architecture Technology, 2005, 36(3): 175-177
Authors:ZHANG Shimin  ZHANG Zhongmiao  HAN Bo  XU Lingpeng
Affiliation:ZHANG Shimin ZHANG Zhongmiao HAN Bo XU Lingpeng
Abstract:In the design of foundations in coastal area, usually, only pile is considered to bear upper load, while the bearing capacity of the soil under pile cap is disregarded. Based on the complex foundation theory, a calculation method is proposed for pile foundation taking the co-action of pile and soil into account. This method can make full use of the carrying capacity of natural soil and reduc the pile number and dimension, having a good economical benefit.
Keywords:joint action of pile and soil  complex foundation theory  carrying capacity of soil  
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