PDF-.E8;IKH;E ?JJ?D=J ;J7H=;J\tI EEJXHIJ\t7D:97BBM 7J;L;HOEK ?JJ ;J7H=;J&#
Author : marina-yarberry | Published Date : 2016-12-04
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.E8;IKH;E ?JJ?D=J ;J7H=;J\tI EEJXHIJ\t7D:97BBM 7J;L;HOEK ?JJ ;J7H=;J&#: Transcript
x1800x1500x1F00387x1600327x1100x1F0041x13006Ex13007DEH8H8 978431646x190055377x1A003 5826tx0700bx0700 799EKDJIC7EJ9EIJ. Minneapolis USA Brent Corkum Rocscience Inc Toronto Canada ABST RACT The HoekBrown failure criterio n for rock m sse s is wid ly accepted a nd has been applied in a large num ber of projects around the world While in gene ral it has been found to b is similar in appearance to that derived by Brown and Hoek (1978) from measured in situ stresses around the world (data points included in Fig-ure 1). While this similarity does not constitute a proof Hoek and Marinos De verkeerspiramide. De bevelen van de agent . De bevelen van de agent . Hiermee wil de agent duidelijk maken dat de weggebruikers (voetgangers, fietsers, brom- en motorfietsers, autobestuurders), komende uit de richting voor of achter hem, moeten stoppen..
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