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

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楼主: 多愁善感
发表于 2025-3-25 05:15:54 | 显示全部楼层
A Genetic Algorithm-Based Approach for Designing the Blasting Pattern for Excavation in Basaltic Rocon to flatten the hill. The blasting operation at this site has various specific challenges, including the presence of residential houses, high-rise buildings, and electric lines nearby. It is imperative to control the ground vibration within safety limits when the blasting is done near the structur
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Safety and Reliability of Tunnel Openings: Dealing with Large Uncertain Dataly used in the deterministic design of underground excavations in rocks. However, FoS alone is inadequate to ensure the stability of tunnel openings. A measure of reliability or probability of failure is needed to account for the uncertainties in ground properties. This research tries to provide a c
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Tracking of Fragmented Particles with Neural Networksand medium-level fragmentation by combining PointConv and PointNetLK networks. Firstly, a series of image processing algorithms were employed on the raw CT slices to facilitate reproduction of particle morphology. Subsequently, all particles were represented as point sets, down sampled and grouped,
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Improved Latent Dirichlet Allocation (LDA) Method for Rock Tunnel Design by Knowledge Classificationoncepts. The related textual content spans diverse categories, presenting a vast amount of information with a rich and complex hierarchical structure, thereby escalating the difficulty in organizing knowledge. This study adopted an improved Latent Dirichlet Allocation (LDA) model to integrate and cl
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Use of Digital Imaging for Capturing Near Surface Granular Soil Collapse Behind Abutments of Integraower construction and maintenance costs. Nevertheless, thermally induced contraction and expansion of IABs’ superstructure results in the cyclic soil structure interaction that is largely responsible for developing detrimental bridge approach settlement. This study delves into the complexities of th
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Review of Information Modeling Standard for Underground Engineeringtegic focus for numerous nations. The information integrity within the design, construction, and operational phases of underground engineering projects remains a challenge, attributable to the sheer volume of information and the intricate array of information sources, thereby compromising the accura
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