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PRACTICAL IMPLEMENTATION OF THE DIRECT BOUNDARY ELEMENT METHOD FOR THREE DIMENSIONAL STRESS ANALYSIS OF UNDERGOURND EXCAVATIONS (1992)
The aim of 3D stress analysis of underground excavations is to evaluate several alternative schemes for excavation layouts and sequencing so that the most stable configuration and optimum schedule for the excavations can be selected.
Reference:
Department of Civil Engineering, Univeristy of Toronto, 1992
Department of Civil Engineering, Univeristy of Toronto, 1992
Organization:
University of Toronto
Canada
University of Toronto
Canada
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