Landslide dynamic response condition analysis method under multiple influence factors

Landslide dynamic response condition analysis method under multiple influence factors

The invention discloses a landslide dynamic response condition analysis method under multiple influence factors. The method comprises the steps that statistical analysis is performed on rainfall data,reservoir water level data and surface displacement data according to the number of times of rainfal...

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Hauptverfasser: CHEN ZHE, QIN ZHIMENG, DONG ZHIMIN, HU BAODAN, FENG SHUAI, LIU YONG
Format: Patent
Sprache:chi ; eng
Schlagworte:
CALCULATING
COMPUTING
COUNTING
ELECTRIC DIGITAL DATA PROCESSING
HANDLING RECORD CARRIERS
PHYSICS
PRESENTATION OF DATA
RECOGNITION OF DATA
RECORD CARRIERS
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creator CHEN ZHE
QIN ZHIMENG
DONG ZHIMIN
HU BAODAN
FENG SHUAI
LIU YONG
description The invention discloses a landslide dynamic response condition analysis method under multiple influence factors. The method comprises the steps that statistical analysis is performed on rainfall data,reservoir water level data and surface displacement data according to the number of times of rainfall; rainfall types are divided; reservoir water level feature values are extracted; a response factor model of a landslide on external influence factors is constructed; dynamic response factors of the landslide on the external influence factors at different moments are obtained; and then according to the dynamic response factors of the external influence factors at different moments, dynamic response conditions of the landslide on different external influence factors are analyzed, and the external influence factors and the dynamic response factors are utilized to fit a surface displacement rate to obtain internal structure change conditions of the landslide. Through the method, the internalstructure change condition
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The method comprises the steps that statistical analysis is performed on rainfall data,reservoir water level data and surface displacement data according to the number of times of rainfall; rainfall types are divided; reservoir water level feature values are extracted; a response factor model of a landslide on external influence factors is constructed; dynamic response factors of the landslide on the external influence factors at different moments are obtained; and then according to the dynamic response factors of the external influence factors at different moments, dynamic response conditions of the landslide on different external influence factors are analyzed, and the external influence factors and the dynamic response factors are utilized to fit a surface displacement rate to obtain internal structure change conditions of the landslide. 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subjects CALCULATING
COMPUTING
COUNTING
ELECTRIC DIGITAL DATA PROCESSING
HANDLING RECORD CARRIERS
PHYSICS
PRESENTATION OF DATA
RECOGNITION OF DATA
RECORD CARRIERS
title Landslide dynamic response condition analysis method under multiple influence factors
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