摘要
讨论了采用曲线拟合方法预测地基沉降的理论基础,分析比较了四种预测方法的基本原理及其特点。根据多个工程实测沉降资料,研究了这四种方法的适用条件以及优缺点,提出了应用曲线拟合方法预测实际工程地基沉降的具体技术思路和原则。
The theoretical foundations of observational settlement prediction by methods of curve fitting are discussed. The fundamentals and the characteristics of the four methods (exponential, hyperbolic, Asaoka and logistic curves methods) are compared. Based on the observational settlement data of eight practical projects, the advantages and shortcomings of these methods are studied. Several key problems for observational settlement prediction are put forward.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2004年第7期1053-1058,共6页
Rock and Soil Mechanics
