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地质条件复杂地区桩基础与独立柱基础的比较、优选
引用本文:郑文辉,于莹.地质条件复杂地区桩基础与独立柱基础的比较、优选[J].吉林建筑工程学院学报,2005,22(2):26-28.
作者姓名:郑文辉  于莹
作者单位:吉林建筑工程学院土木工程系,长春,130021;长春高新建筑设计院,长春,130012
摘    要:地质条件复杂地区多层建筑的基础形式的设计方案可以有多种选择.有时一个设计方案在某个工程中应用时,从各项评定指标来看都是最优方案,可应用在另一个地质条件不同的工程中就会出现评定指标不满足要求的情况.通过工程实例对在选择设计方案不同时,从工程成本、工期、施工难易程度等评定指标方面做了比较详细的论述,并对设计人员在选择设计方案时应注意的事项做了阐述.

关 键 词:独立柱基础  预制桩基础  撼砂  地基承载力
文章编号:1009-1288(2005)02-0026-03
修稿时间:2004年11月22

Comparison and Optimum Between Pile and Independent Foundation in the Complicate Geological Condition
ZHENG Wen-hui,YU Ying.Comparison and Optimum Between Pile and Independent Foundation in the Complicate Geological Condition[J].Journal of Jilin Architectural and Civil Engineering,2005,22(2):26-28.
Authors:ZHENG Wen-hui  YU Ying
Affiliation:ZHENG Wen-hui~1,YU Ying~2
Abstract:Design schemes for the foundation forms of multi-story buildings have many selections in the areae of complicated geological conditions.Sometimes a design scheme is the optimum scheme applied for a project in various evaluation index,but evaluation index is not satisfied with requests when it is used another project with different geological conditions.In this paper,the discussion in detail through the example is made in the evaluation index,such as cost project,construction period,the difficult and easy of construction,etc.,and problems noticed are set forth for the designers selecting the design scheme.
Keywords:inpendent foundation  precast pile foundation  bearing capacity of foundation
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