摘要
用三维有限元法对第三系泥岩桩端承载力进行模拟计算,并采用多元线性回归的方法求得桩端承载力与桩长、桩径、地基强度指标及变形模量之间的关系式,然后用工程实例验证了分析模型的可靠性。
By 3-D finite element method, computer simulation of load-bearing capacity of Tertiary mudstone pile-tip has been taken. The relations of pile-tip load-bearing capacity to pile length, pile diameter, soil intensity target and deformation modulus are attained by means of more-element linear regression. Reliability of the model is been testified by engineering examples.
出处
《地质与勘探》
CAS
CSCD
北大核心
2003年第5期88-90,共3页
Geology and Exploration
基金
广西科学研究与技术开发计划项目(编号:桂科攻0231004)资助。
