摘要
通过对一定数量的不完全的静载荷试验数据进行累加或累减处理.用特定的函数逼近拟合,建立灰色微分模型(如GM(1,1)模型).预测桩顶沉降随荷载增加的变化趋势,达到推测预定沉降所对应的荷载值或预定荷载下沉降值的目的.
Using grey system theory to forecast the carrying capacity of individual pile is a very effective method. Accumulated adding or subtracting a quantity of and incomplete data from the static fore test, then draw up them with especial function, there could erect grey differential coefficient model, such as, the model GM(1,1). In order to forecast load value with the engaged sedimentation or the sedimentation value with engaged load value, need forecast the change trend of the sedimentation on the top of pile under the unceasing add load.
作者
宁向阳
袁继国
NING Xiang-yang, YUAN Ji-guo (Xi'an University of Technology, Shaanxi Xi'an 710048, China)
出处
《西北水力发电》
2005年第4期49-52,共4页
Journal of Northwest Hydroelectric Power
关键词
灰色系统理论
单桩极限承载力
GM(1
1)模型
精度检验
Grey system theory
the carrying capacity of individual pile
model GM (1,1)
precision testing