基床系数静载试验取值方法与应用  

Evaluating Coefficient of Subgrade Reaction by Statically Tests and Its Application

作　　者：张武[1] 张波[1] 张少琴 

机构地区：[1]中国建筑科学研究院 [2]湖北省地质勘察基础工程公司

出　　处：《岩土工程技术》2016年第2期78-84,共7页Geotechnical Engineering Technique

摘　　要：对具有完整加载段、不完整、不规则或缺乏明确临塑荷载的静载试验非线性p-s曲线,提出了估算其地基土层基床系数的方法。通过对非洲大陆4个工程项目静载试验的实例分析,说明对粉细砂土、碎石土层,曲线拟合估算的基床系数比静载试验测试点直接计算的数值低,比现有文献的参考数值高。基床系数对基础结构性状分析存在较大影响,利用静载试验方法估算基床系数对实际工程十分重要。This paper puts forward the methods of calculating modulus of subgrade reaction, based on static loading test which contains full load segments, incomplete, irregular, or lack of clear ultimate load curves. According to static load tests in- stance in 4 project testing in African continent, the modulus of subgrade reaction on silty sand soil, gravelly soil, testing result based on static loading test is higher than curve fitting, and lower than existing literature. The modulus of subgrade reaction has bigger influence on infrastructure character analysis, get modulus of subgrade reaction from static loading test was impor- tant in the actual projects.

关 键 词：基床系数 静载试验 数值拟合 临塑荷载 尺寸效应 

分 类 号：TU413.4[建筑科学—岩土工程]