Effect of Power Plant Operation on Pore Pressure in Jointed Rock Mass of an Unlined Hydropower Tunnel: An Experimental Study
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The rock masses in a construction site of underground cavern are generally not continuous, due to the presence of discontinuities, such as bedding, joints, faults, and fractures. The performance of an underground cavern is principally ruled by the mechanical behaviors of the discontinuities in the vicinity of the cavern. During underground excavation, many surrounding rock failures have close r...
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ژورنال
عنوان ژورنال: Rock Mechanics and Rock Engineering
سال: 2020
ISSN: 0723-2632,1434-453X
DOI: 10.1007/s00603-020-02090-7