烟台地区风化软岩地基规范法沉降计算经验系数取值研究  

Study on empirical coefficient of settlement calculation with specification method of weathered soft rock foundation in Yantai

作　　者：桂芳[1] 陶官思 于徳湖[1] 张同波 王贤茂 李文涛 

机构地区：[1]青岛理工大学土木工程学院,青岛266033 [2]青岛博海建设集团有限公司,青岛266000 [3]青建集团股份公司,青岛266071

出　　处：《青岛理工大学学报》2013年第3期33-36,共4页Journal of Qingdao University of Technology

摘　　要：以烟台地区的具体工程沉降观测数据为依据,通过曲线拟合,得到建筑物最终沉降量,在采用规范法计算地基基础沉降的前提下,经回归分析,阐明影响沉降计算经验系数取值的主要因素,并提出沉降计算经验系数的建议取值.This paper,based on settlement observations of concrete engineering in Yantai,obtains the final settlement of building by fitting a curve,and analyzes the major factors effecting empirical coefficient of settlement calculation through regression analysis.The suggested values are also set on settlement calculation of structure foundation with specification method.

关 键 词：风化软岩 规范法 沉降计算经验系数 

分 类 号：TU433[建筑科学—岩土工程]