广东水利水电Issue(5)：29-31,3.
双曲线模型在某残积土地基沉降计算中的应用
Application of Hyperbolic Model to A Certain Foundation Settlement Calculation of Residual Soil
摘要
Abstract
For settlement deformation of residual soil foundation , it is proved that the calculation result of settlement is often too large when using compression modulus and it should use the deformation modulus obtained by field test .Therefore , some measured data of a certain residual soil foundation in Guangzhou were taken for an example in this paper , in which the nonlinear of settlement was expressed by hyperbolic model and the required calculation parameters were determined according to the field loading test , and finally the results were compared with test ones .The comparison results show that the method of settlement calculation with hyperbolic model for residual soil foundation is feasible .关键词
双曲线模型/残积土/地基沉降/非线性/现场载荷试验Key words
hyperbolic model/residual soil/foundation settlement/nonlinear/field loading test分类
建筑与水利引用本文复制引用
温勇,杨光华,黄忠铭,黄致兴..双曲线模型在某残积土地基沉降计算中的应用[J].广东水利水电,2015,(5):29-31,3.基金项目
国家自然科学基金资助项目（51378131）；广东省岩土工程技术研究中心开放基金（201404002）。 （）
