基于深部土体位移推演的工程边坡安全评估方法
By using deep soil displacement extrapolation technology, continuous deep soil displacement curves and local shear failure approximation indices are obtained, solving the problem of judgment errors in slope safety assessment in existing technologies, and realizing accurate identification and early warning of hidden shear zones in complex geological media.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- CHINA RAILWAY NO 10 ENG GRP CO LTD
- Filing Date
- 2026-05-13
- Publication Date
- 2026-07-17
AI Technical Summary
Existing engineering slope safety assessment technologies ignore spatial deformation gradients, leading to misjudgments. They cannot effectively identify the hidden shear displacement of local weak interlayers and the uniform and coordinated changes of thick soft soil, resulting in underreporting and false reporting.
By acquiring horizontal absolute displacement and spatial elevation data from deep inclined boreholes, combined with soil physical values, an adaptive geological stiffness penalty coefficient is calculated, a continuous deep soil displacement projection curve is constructed, a local shear failure approximation index is obtained, and early warning information is output based on the comparison between this index and the early warning threshold.
It accurately captures the very early microscopic precursors of deep disaster evolution, solving the problems of missed early micro-shear faulting on deep and large slopes and false alarms of uniform deformation in thick layers, providing ample time window for on-site disaster prevention and mitigation.
Smart Images
Figure CN122220659B_ABST