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用GM(1,1)模型预测地基极限承载力
引用本文:张国祥,朱利香. 用GM(1,1)模型预测地基极限承载力[J]. 系统工程理论与实践, 1999, 19(11): 84-86. DOI: 10.12011/1000-6788(1999)11-84
作者姓名:张国祥  朱利香
作者单位:长沙铁道学院土建学院
摘    要:利用灰色理论中GM(1,1)模型预测地基极限承载力.这种方法既具有较高的预测精度,又可充分利用现有大量没有加载到破坏阶段的荷载试验成果,从而节省了大量的试验经费.

关 键 词:GM(1:1)模型  预测  地基极限承载力   
修稿时间::1998-05-1

The Ground Ultimate Bearing Capacity Forecasted by GM(1,1) Model
ZHANG Guo-xiang,ZHU Li-xiang. The Ground Ultimate Bearing Capacity Forecasted by GM(1,1) Model[J]. Systems Engineering —Theory & Practice, 1999, 19(11): 84-86. DOI: 10.12011/1000-6788(1999)11-84
Authors:ZHANG Guo-xiang  ZHU Li-xiang
Affiliation:School of Civil Architectural Engineering, Changsha Railway University
Abstract:In this paper, the ground ultimate bearing capacity is forecasted by grey theory GM(1,1) model. The method not only has higher precision than others, but also can make full use of a great amount of ground loading test results which are not coutinued to the destroyed state and thus saves a great quantity of test cost.
Keywords:GM(1  1) model  forecasting  ground bearing capacity  
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