Pile static load test data analysis method based on multi-source data fusion and ai
By integrating multi-source data with AI technology, static load test data of pile foundations is obtained, and geotechnical feature vectors and comprehensive influence feature vectors are generated. These are then input into a preset model for evaluation, solving the problems of low data utilization and insufficient prediction accuracy in traditional methods. This enables accurate and personalized analysis of pile foundation bearing capacity assessment, improving the pertinence and safety of engineering decisions.
CN122047019BActive Publication Date: 2026-06-26JIANGXI JINGTAI TESTING TECH CO LTD
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- JIANGXI JINGTAI TESTING TECH CO LTD
- Filing Date
- 2026-04-20
- Publication Date
- 2026-06-26
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Figure CN122047019B_ABST
Abstract
The application is suitable for the technical field of test data analysis, and particularly relates to a pile foundation static load test data analysis method based on multi-source data fusion and AI, which comprises the following steps: obtaining load displacement time series data and geotechnical body survey data of a target pile foundation static load test; performing feature recognition and feature extraction on the geotechnical body survey data and the load displacement time series data respectively to generate corresponding geotechnical feature vectors and comprehensive influence feature vectors; inputting the comprehensive influence feature vectors and the geotechnical feature vectors into a preset bearing property degradation prediction model and a limit bearing capacity evaluation model respectively to accurately obtain a bearing capacity degradation rate and a current limit bearing capacity of the target pile foundation; and performing safety evaluation on the service performance of the target pile foundation based on the bearing capacity degradation rate and the current limit bearing capacity and generating a safety evaluation conclusion, thereby improving the comprehensiveness, accuracy and individualization level of pile foundation static load test data analysis, shortening the analysis cycle and reducing the labor cost.
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