Titlebook: Information Technology in Geo-Engineering; Proceedings of the 5 Marte Gutierrez Conference proceedings 2025 The Editor(s) (if applicable) a

变态

形上升才刺激

Study of the Wellbore Instability Mechanisms in Deep Ordovician Carbonate Rock in the Tarim Basinn. Drilling operations face significant challenges due to the complexity of lithology and stress variations in the Ordovician. This study analyzes well diameter, cave morphology, whole rock mineral and physicochemical properties, and rock strength to investigate the mechanism of Ordovician wellbore

含水层

套索

Evaluation of Critical Shear Strength of Soils Based on Revised CPTe back-calculated strength of the failed slopes. The reduced strength may be related to the region’s geological history, and it is called the wet-drained-fully softened shear strength. Laboratory techniques applied to evaluate this strength are time-consuming and expensive. On the other hand, field

MUTED

Ground Load Monitoring in Weak Rock Tunneling Using VW Pressure Cells and Strain Gaugesata from field monitoring using vibrating wire pressure cells and strain gauges. The study focuses on the construction of the Samarinda Tunnel, a 400-m-long shallow road tunnel with a cross-section of 12.8 m by 10.5 m. The tunnel is designed to accommodate two-lane one-way traffic from Alimuddin Str

Meager

背心

1866-8755 echnology in Geo-Engineering ICITG 2024.Written by experts i.This book addresses the latest developments in Information Technologies (IT) for geo-engineering. It contains papers from the 5th International Conference on Information Technology in Geo-engineering (5th ICITG), held in Golden, Colorado,

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Low-Cost Municipal Facility Obstacle Inspection Algorithm Based on Monocular Cameraset for position estimation using Blender. The method in this paper can fully utilize the cameras on the existing inspection equipment to achieve the inspection of obstacles around municipal facilities without incurring additional hardware costs.

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Evaluation of Critical Shear Strength of Soils Based on Revised CPT the desired depth and achieve soil disturbance resulting from the penetration of the cone. Field CPT test results from test locations showed a significant decrease in tip resistance and sleeve friction by wetting the soils, indicating that the innovative use of the CPT method could measure the fully softened strength.