APPLICATION OF GREY MODEL MGM(1,n) TO DEFORMATION MONITORING OF DEEP EXCAVATION

Xu Haofeng; Zhu Xiangrong

doi:10.13204/j.gyjz200611020

Volume 36 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(11): 83-86

Xu Haofeng, Zhu Xiangrong, . APPLICATION OF GREY MODEL MGM(1,n) TO DEFORMATION MONITORING OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 83-86. doi: 10.13204/j.gyjz200611020

Citation:

Xu Haofeng, Zhu Xiangrong, . APPLICATION OF GREY MODEL MGM(1,n) TO DEFORMATION MONITORING OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 83-86. doi: 10.13204/j.gyjz200611020

Xu Haofeng, Zhu Xiangrong, . APPLICATION OF GREY MODEL MGM(1,n) TO DEFORMATION MONITORING OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 83-86. doi: 10.13204/j.gyjz200611020

Citation:

Xu Haofeng, Zhu Xiangrong, . APPLICATION OF GREY MODEL MGM(1,n) TO DEFORMATION MONITORING OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 83-86. doi: 10.13204/j.gyjz200611020

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APPLICATION OF GREY MODEL MGM(1,n) TO DEFORMATION MONITORING OF DEEP EXCAVATION

doi: 10.13204/j.gyjz200611020

Xu Haofeng¹,
Zhu Xiangrong¹,

1.
1 Ningbo Institute of Technology,Zhejiang University Ningbo 315100;
2.
2 Zhejiang Water Conservancy and Hydropower School Hangzhou 310018

Received Date: 2006-02-10
Publish Date: 2006-11-20

Abstract

Abstract

Deformation monitoring plays important role in excavation-engineering work.As to different monitoring spots,some relevant monitoring targets are selected.MGM(1,n) model,used to proceed a synthesizing prediction,embodies the inner relationship of the deformation data,so it must be much more veracious and credible.It is combined the settlement of nearby-buildings and the displacement of adjacent inclined holes.And the result of prediction is good.
- grey model,
- deep excavation,
- deformation,
- prediction

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References(6)

References

钟正雄,杨林德,杨金松.基坑变形的实时建模预报时序分析方法.工业建筑,2000,30(3)

[2] 袁金荣,池毓蔚,刘学增.深基坑墙体位移的神经网络动态预测.同济大学学报,2000,28(3)

[3] 荣延祥.灰色预测方法在深基坑变形监测中的应用.东北测绘,1999,22(3)

[4] 朱合华,杨林德,桥正本.深基坑工程动态施工反演分析与变形预报.岩土工程学报,1998,20(4)

[5] 翟军,盛建明,冯英浚.MGM(1,n)灰色模型及应用.系统工程理论与实践,1997,17(5)

[6] 刘国华,何勇兵,汪树玉.土石坝沉降预测中的多变量灰色预测模型.水利学报,2003,(12)

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