SVM prediction of nonstationary deformation of landslide based on identification with prior knowledge
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SVM prediction of nonstationary deformation of landslide based on identification with prior knowledge
Vol. 33, Issue 8, (2012)
作者机构:
1. 湘潭大学 土木工程与力学学院,湖南,湘潭,411105
2. 中南大学 土木建筑学院,长沙,410075
作者简介:
基金信息:
DOI:
CLC:TU416.1
Online First:13 August 2012,
Published:2012
稿件说明:
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DONG Hui, CHEN Jia-bo, YANG Guo-yue, et al. SVM prediction of nonstationary deformation of landslide based on identification with prior knowledge[J]. 2012, 33(8).
DOI:
DONG Hui, CHEN Jia-bo, YANG Guo-yue, et al. SVM prediction of nonstationary deformation of landslide based on identification with prior knowledge[J]. 2012, 33(8).DOI:
SVM prediction of nonstationary deformation of landslide based on identification with prior knowledge
Defining extensive patterns of nonstationary deformation by analyzing the physical significance and types of monitor time series
aiming at the lower reliability of landslide early-warning due to the key information data
reflected in stages
repeatability and mutability of landslide process
are limited or uncompleted observed. A method
added or imposed extensive pattern is identified according to current status of landslide
such as deformation stage analyzed use factors superposition technique and the types of time series
and the potential causative factors of prediction time into model of support vector machine (SVM) algorithm is presented. The efficiencies of new idea are tested by predicting two groups of displacement time series. All experimental results show that the project prior knowledge can be availably used to increase data message of nonstationary deformation and guide forecast modeling. In contrast to common SVM
the model based on extensive pattern is more reliable and accurate. Particularly
the average relative error is markedly cut down about 2 to 3 times.
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Evaluation of landslide susceptibility degree based on catastrophe theory
Elastoplastic models and calculation analysis of portal double-row anti-slide piles
Surface displacement field measurement for landslide model test based on computer aided inspection
Experiment results and analysis of landslide monitoring by using GPS PPP technology
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