基础沉降的简化计算方法  

Simplified Calculation Method About Foundation Settlement

作　　者：龚志文 周发存 范美态 

机构地区：[1]昆明诚信勘察设计院,654100

出　　处：《建筑结构》2006年第4期23-26,共4页Building Structure

摘　　要：以《建筑地基基础设计规范》(GB50007—2002)中与基础沉降计算有关的几个连续的统计计算式为理论依据,对基础沉降计算进行简化。编制出最终沉降计算深度和相应的面积系数表,使繁琐的沉降计算表格化、规范化。无论是匀质地基、成层地基或有相邻基础影响的基础沉降计算均可采用,计算简捷、实用。The theory of simplfied calculation about foundation settlement is based on serial calculation formula of foundation settlement in Code For Design of Building Foundation （GB50007-2002）. The final settlement calculation depth and corresponding area coefficient tables are provided. It is available for the settlement calculation of singleness foundation, stratification foundation and the foundation affected by close buildings.

关 键 词：基础沉降 附加应力 面积系数 最终沉降深度 

分 类 号：TU433[建筑科学—岩土工程] TS205.7[建筑科学—土工工程]