The cement soil pile bearing capacity forecasting by method
of unequal time series grey model
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The cement soil pile bearing capacity forecasting by method
of unequal time series grey model
Vol. 23, Issue 6, (2002)
作者机构:
1. .中国矿业大学资源系,北京,100083
2. 河北建筑科技学院,河北,邯郸,056038
作者简介:
基金信息:
DOI:
CLC:0159TU473.1+2
Online First:04 September 2016,
Published:2002
稿件说明:
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ZHANG Jian-xin, TAN Yan-qiu, DU Hai-jin. The cement soil pile bearing capacity forecasting by method
of unequal time series grey model[J]. 2002, 23(6).
DOI:
ZHANG Jian-xin, TAN Yan-qiu, DU Hai-jin. The cement soil pile bearing capacity forecasting by method
of unequal time series grey model[J]. 2002, 23(6).DOI:
The cement soil pile bearing capacity forecasting by method
of unequal time series grey model
In the light of that the increase of bearing capacity of a single cemcnt soil pile is obvious as time goes on
an unequal time series grey forecasting model of GM(1
1) is established according to the grey theory; and a single cement soil pile’s bearing capacity is well forecasted by the established model. Through the comparative analysis of the observed data and forecasting date
the time effect law and change tendency of single pile’s bearing capacity are made clear. Finally
the suitable time is suggested to loading test of the cement soil pile.