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GLOBAL STABILITY Stability analysis with slip surfaces predominantly external to the reinforced structure Figure 2 2. It can be conducted to check the stability of a non-reinforced slope.C:Macstars 2004ManualsMac 2000_Reference Manual_ENG. prior to considering the reinforcements. According to this type of stability
30 Jun 2011 FAQ 2 - HOW TO CUSTOMIZE THE REPORT? The reports of MACSTARS W may be generated in different languages and have been written trying to obtain a generally acceptable standard. If, for any reason, you want to modify the report (i.e. to modify the disclaimer), here are the instructions on how to
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27 Mar 2015 Discover Maccaferri know-how through Software-MacSTARS W - Soil Reinforcement Design. Engineering a better solution.
6 Oct 2015 Discover Maccaferri know-how through our Software-CA-MacSTARS 2000 User Manual-Rev00. The best solutions just for you.
C:Macstars 2004ManualsMac 2000_Reference Manual_ENG.2. can be added to the value of the total ultimate pullout resistence. as for the behaviour of piles with lateral friction. In case of main reinforcing elements the resistance contribution due to the wrapped length of the reinforcing unit must be added.4.
22 Nov 2010 USER'S MANUAL (Please see User's manual). 2. REFERENCE MANUAL. 2.1 INTRODUCTION. The Macstars W, has been developed to check the stability of gabion and reinforced soil support works, that is structures which provide slope stability using reinforcing units that are able to absorb the tensile
23 Jul 2017 Facing (Wall Batter): the block's free face facing downhill Gabions: structure filled with stones, which forms the front face used for drainage and erosion control purposes or to give to the front face a higher stiffness in case of a vertical retaining walls C:Macstars 2004ManualsMac 2000_Reference
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Macstars 2000 checks the stability of reinforced soil slopes. It carries out a global stability analysis of a reinforced or un-reinforced slope by using the limit equilibrium method. It can be conducted to check the stability of a non-reinforced slope, prior to considering the reinforcements. The internal stability check allows the user
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