摘要
以双曲模型为基础,根据荷载传递函数并考虑桩土共同作用,通过VC++6.0编程实现桩基荷载位移关系的数值模拟。并根据上海工程实际经验,提出了模型参数a、b,模拟了建议数值在上海土层条件下的基桩荷载位移关系,且有较好的工程应用价值。
Based on the hyperbolic model of the load transfer function and the interaction between pile and soil.VC++6.0 program language is used to simulate the relationship of load-settlement of a single pile. Depending on the proposed values of the model parameter a,b in Shanghai, the model parameter is estimated and the load-settlement relationship for a single pile is simulated. This program may have a better application for pile engineering.
出处
《江西农业大学学报》
CAS
CSCD
北大核心
2005年第3期473-476,共4页
Acta Agriculturae Universitatis Jiangxiensis
关键词
桩基
荷载
位移
数值模拟
single pile
load
movement
numerical simulation
