基于沉降数据的建筑地基检测方法及系统
By analyzing the relationship between settlement at the troughs and spatial response in the settlement time series, the problem of masked damage to defective piles in existing technologies was solved, enabling early identification and location of defective piles and providing accurate maintenance recommendations.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- HENAN UNIV OF SCI & TECH
- Filing Date
- 2026-05-14
- Publication Date
- 2026-07-17
AI Technical Summary
Existing building foundation testing methods cannot identify the progressive damage of defective piles in pile-raft foundations in a timely manner. As a result, the failure process of defective piles is masked by the stiffness redundancy of the raft slab, making it impossible to provide early warning and intervention when macroscopic indicators are still within the allowable range.
By using a settlement data-based detection method, the settlement at the trough of the settlement time series is extracted, the spatial response relationship caused by load transfer is established, the location of defective piles is determined by combining geometric matching conditions, and the degree of progressive penetration damage is assessed.
It enables early identification and location of the integrity status of pile foundations inside the ground, reduces the possibility of misjudgment, provides a basis for targeted maintenance decisions, and does not require additional drilling exploration or interruption of building use, with minimal impact on construction.
Smart Images
Figure CN122190315B_ABST