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A methodology to model and simulate joint zone for stability analysis of the underground excavation engineering is proposed.
The solutions have many applications in civil, mechanical and mining engineering; such as roller disc cutter design in mechanical excavation engineering.
A simplified analytical approach is presented to analyze the deformation response for adjacent tunnels due to excavation-induced soil unloading in excavation engineering.
Examples are given of the use of these methods in underground excavation engineering in China and elsewhere, and opportunities for their further application are identified.
In the practical underground excavation engineering, dynamically controlling the SED rate can increase the excavation potential of rocks, minimising the required external excavation energy by using the energy of the stressed rock.
This proposed method may provide certain basis to make protective measures of existing tunnels influenced by excavation engineering and enables a quick estimate of the deformation behavior of excavation-induced adjacent tunnels, resulting in savings in time and costs.
Similar(53)
Knowledge of the strength and deformability of fractured rocks is important for design, construction and stability evaluation of slopes, foundations and underground excavations in civil and mining engineering.
The in situ state of stress is one of the key rock mechanics factors related to the safety and stability of underground excavations for civil and mining engineering purposes.
Rock bolts are one of the primary support systems utilized in underground excavations within the civil and mining engineering industries.
A method to analyse potential excavation geometries, termed excavation isoplethogram, has previously been proposed for use in civil or mining engineering.
Information about rock strength is used in rock excavation planning and design operations in civil and mining engineering.
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