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A comprehensive underground excavation design (CUED) methodology for geotechnical engineering design of deep underground mining and tunneling

International Journal of Rock Mechanics and Mining Sciences, 2021
Abstract Underground excavation designs in mining and civil engineering projects are associated with a different geometric, complex ground structure, field–stresses, and groundwater conditions. Due to diverse influence factors and various requirements for each project, the design procedure should be customised based on the site-specific factors.
Behrooz Rahimi   +2 more
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The Deep Underground Science and Engineering Laboratory at Homestake

AIP Conference Proceedings, 2009
The US National Science Foundation and the US underground science community are well into the campaign to establish a world‐class, multi‐disciplinary deep underground science and engineering laboratory—DUSEL. The NSF’s review committee, following the first two NSF solicitations, selected Homestake as the prime site to be developed into an international,
Kevin T. Lesko, Marvin L. Marshak
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Henderson Deep Underground Science and Engineering Lab: Unearthing the secrets of the Universe, underground

Nuclear Physics B - Proceedings Supplements, 2011
The Henderson Mine near Empire, Colorado is proposed to be the site to host a Deep Underground Science and Engineering Laboratory (DUSEL), which will have a rich program for forefront research in physics, biology, geosciences, and mining engineering. The mine is owned by the Climax Molybdenum Company (CMC).
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Unsupervised deep learning-based ground penetrating radar image translation for internal defect recognition of underground engineering structures

Structural Health Monitoring, 2023
Anomaly detection of internal defects in underground engineering structures is critical. This paper proposes an unsupervised deep learning image-to-image translation method tailored for ground penetrating radar (GPR) images. The proposed model can translate real-world GPR images to simulated ones.
Zhengfang Wang   +7 more
openaire   +1 more source

Clean room design considerations for deep-underground science and engineering laboratories

Journal of Physics G: Nuclear and Particle Physics, 2007
This paper presents the factors that affect the clean room shielding design at the deep-underground science and engineering laboratory (DUSEL), for enhancing detection of weakly interacting massive particles (WIMP), neutrino or double beta decay signals.
openaire   +1 more source

Experiment on mechanical properties of steel fiber reinforced concrete and application in deep underground engineering

Journal of China University of Mining and Technology, 2008
Abstract Specimens of steel fiber reinforced concrete (SFRC) in volume ratios of 0%, 0.5%, 1% and 1.5% were prepared to study the supporting effect of SFRC at these different volume ratios in a deep soft rock tunnel. Experiments with mechanical properties of compressive strength in cubic specimens, cleave strength in cylindrical specimens and four ...
Qi-sheng WANG   +4 more
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DUSEL (Deep Underground Science and Engineering Laboratory) and LBNE (Long Baseline Neutrino Experiment)

Nuclear Physics B - Proceedings Supplements, 2011
The proposed Long Baseline Neutrino Experiment (LBNE) will explore the interactions and oscillations of a high-intensity neutrino beam sent from Fermi National Accelerator Laboratory (FNAL) more than 1,000 kilometers away through the earth to DUSEL at the Homestake mine.
openaire   +1 more source

Research of the Underground Water Level Prediction Model in Deep Foundation Pit Engineering

Applied Mechanics and Materials, 2014
The effect such as ion exchange, precipitation, corrosion and consolidation can occur between groundwater and rock mass, it will cause a variety of adverse effects on deep foundation pit engineering. Prediction of the underground water level and take corresponding precipitation control measures is very important.
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Surrounding Rock Stress and Deformation Evolution Character Analysis of Circular Openings in Deep Underground Engineering

Advanced Materials Research, 2011
Hard rock generally performs ideal plastic character after the stress reaches its peak value with high confining pressure. Once the plastic strain satisfies certain condition, the brittle failure occurs, and the rock mass located in the residual region. Based on the mechanical model of hard rock under high confining pressure, we studied the surrounding
Ai Ping Yuan, Mao Wei Ji, Dai Qiang Deng
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Analysis of nonlinear dynamic character in the surrounding rock system for deep buried underground engineering

Journal of Coal Science and Engineering (China), 2010
Combining the field monitoring results of a deep-buried tunnel in Chongqing, the dynamic characteristics of the surrounding rock system under high in situ stress was analyzed by phase space reconstruction, calculating correlation dimension, Kolmogorov entropy and largest Lyapunov exponents.
Yu Zhao, Hai-you Peng
openaire   +1 more source

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