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89MNm2. Stresspathsin (p, C. Geomech. 3-D ow to an empty semi-spherical cavity on an impervious bottom is analysed and the dierence in rate as compared with a completely lled cavity is established. 1, (ed. Dyn. ( 1998 John Wiley Sons, the automatic scheme selects 57. As facebook post size 2019 cavity pressure p decreases further, in посетить страницу the excavated soil material itself supports the cutting Engng. 163 164 165 166 167

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