Application of average combinatorial forecast in equal weight
to the displacement in the deformation of slope
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Application of average combinatorial forecast in equal weight
to the displacement in the deformation of slope
Vol. 26, Issue S2, (2005)
作者机构:
中国地质大学 工程学院,武汉,430074
作者简介:
基金信息:
DOI:
CLC:TB115
Online First:16 December 2005,
Published:2005
稿件说明:
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WANG Hong-xing, TANG Hui-ming, WANG Guan. Application of average combinatorial forecast in equal weight
to the displacement in the deformation of slope[J]. 2005, 26(S2).
DOI:
WANG Hong-xing, TANG Hui-ming, WANG Guan. Application of average combinatorial forecast in equal weight
to the displacement in the deformation of slope[J]. 2005, 26(S2).DOI:
Application of average combinatorial forecast in equal weight
to the displacement in the deformation of slope
The application of combinatorial forecasting method to determining displacement due to slope deformation is described. It suitably combines with models of forecast
synthetically uses the very useful information in all models of forecast. At first
five models of forecast: moving average model; exponential smoothing model; exponential trend model and regression analysis model are established and then respectively forecasts to the displacement value in deformation of hazardous rock masses. Finally
the results of forecast from every model are averaged in equal weight and they are synthetically forecast again. An actual example
the forecast of displacement values at observation point of Lianziya hazardous rock masses is applied. The forecast results show that their absolute errors are less and the precision is higher. It greatly improves the steadiness and the precision of forecast.
An equivalent seepage resistance model with seepage-stress coupling for fractured rock mass
A mathematical model for rainfall erosion of steep soil slope and its solution
Preliminary study of surface subsidence model based on theory of key rock stratum
Bond-slip model for bamboo-steel cable composite anchor
Study of a statistic damage constitutive model for rocks
Related Author
LIU Wei-qun
TAO Yu
WAN Yong
ZHAO Ying
SUN Ke-ming
XUE Qiang
CHEN Yi-jun
CAO Shu-gang
Related Institution
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology
School of Mechanics and Civil Engineering, China University of Mining & Technology
School of Mechanics and Engineering Sciences, Liaoning Technical University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Key Laboratory for the Exploitation of Southwestern Resources and the Environmental Disaster Control Engineering, Ministry of Education, Chongqing University