Three-dimensional integrated intelligent monitoring method for displacement in foundation pit construction process

The invention relates to the technical field of foundation pit monitoring, in particular to a foundation pit construction process displacement three-dimensional integrated intelligent monitoring method which comprises the following steps: obtaining a plurality of displacement sequences and a plurali...

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Bibliographische Detailangaben
Hauptverfasser:	XIA SHU, LIU YI, ZHU ZUNQUAN, CAI KUNKUN, LU HAIFENG, LIU SHENGDONG, CHANG DONGMING, XU FANG
Format:	Patent
Sprache:	chi ; eng
Schlagworte:	CALCULATING COMPUTING COUNTING DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FORADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORYOR FORECASTING PURPOSES EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING IMAGE DATA PROCESSING OR GENERATION, IN GENERAL PHYSICS SOIL SHIFTING SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE,COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTINGPURPOSES, NOT OTHERWISE PROVIDED FOR UNDERGROUND OR UNDERWATER STRUCTURES
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Beschreibung
Zusammenfassung:	The invention relates to the technical field of foundation pit monitoring, in particular to a foundation pit construction process displacement three-dimensional integrated intelligent monitoring method which comprises the following steps: obtaining a plurality of displacement sequences and a plurality of subsets of each displacement sequence according to the difference between adjacent data points in each height sequence, screening out a first subset in all subsets according to the difference between the elements in each subset, obtaining a trend term of each displacement sequence, and obtaining the noise rate of the first element according to the distance of different elements in the displacement sequence and the slope distribution condition of the elements in the trend term of the displacement sequence, the displacement value of the first element is corrected through the noise rate, the actual displacement value of the first element is obtained, and the foundation pit construction process is monitored in co