Formation rock and soil parameter testing method based on controllable neutron source, ground acquisition computer, system, and computer-readable storage medium
By employing a controlled neutron source-based method for testing formation soil and rock parameters, and utilizing a pre-set dual neural network model and a controlled neutron source measurement device, the problem of the inability of downhole static cone penetration testing equipment to measure physical parameters has been solved. This method enables accurate analysis of underground formation physical parameters and is applicable to marine engineering exploration.
Patent Information
- Authority / Receiving Office
- WO · WO
- Patent Type
- Applications
- Current Assignee / Owner
- RESEARCH INSTITUTE OF TSINGHUA UNIVERSITY IN SHENZHEN
- Filing Date
- 2025-03-18
- Publication Date
- 2026-07-02
AI Technical Summary
Existing downhole static cone penetration testing equipment can only measure in-situ mechanical parameters, which is insufficient to meet the needs of new energy exploration for in-situ formation mechanical and physical parameters, resulting in inaccurate measured geotechnical parameter data.
A method for testing geological soil and rock parameters based on a controllable neutron source is adopted. By acquiring synthetic data of soil and rock mechanics and physical properties as well as in-situ measured data, a pre-set dual neural network model is used for training to construct a geological soil and rock parameter prediction model. Combined with a controllable neutron source measurement device to acquire density and porosity data, the key physical parameters of underground strata can be effectively measured.
It enables accurate analysis of key physical parameters of underground strata, provides more comprehensive data on strata physical parameters, and improves the comprehensiveness and accuracy of strata characteristic analysis, making it suitable for the implementation of new energy projects in complex geological environments.
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