Prediction of Composite Foundation Settlement Based on Multi-Variable Gray Model

Yue Wang; Guang Yang

doi:10.4028/www.scientific.net/AMM.580-583.669

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Application of Curve Model Fitting Methods to Settlement Prediction
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Effect of Overload on Bearing Capacity of FRP Reinforced Ground
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Influence of Density on the Hydraulic and Mechanical Properties of Sands
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Numerical Simulation of Failure Process on Soil Slope with Different Support Measures
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Prediction of Composite Foundation Settlement Based on Multi-Variable Gray Model
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Preparation of a New Type of Joint Filler and Study on Adhesion Performance
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Probability Statistical Model and Network Simulation Technology of Random Fractured Rock Mass
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Prediction of Composite Foundation Settlement...

Prediction of Composite Foundation Settlement Based on Multi-Variable Gray Model

Abstract:

In this paper, based on the principle of gray theory, MGM(1,n) multi-variable settlement prediction model was established. Combined with specific examples of projects, settlement of rigid pile composite foundation was predicted, and the prediction results are compared with both prediction results of GM(1,1) gray model which is currently comparatively mature and the settlement observation results. The study shows that it is effective to use MGM(1,n) multivariate gray model to predict composite foundation settlement.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

669-673

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.669

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Online since:

July 2014

Authors:

Yue Wang, Guang Yang

Keywords:

Composite Foundation Settlement, MGM (1, n) Model, Prediction

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References

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