NYCEG.ORG
GENERAL CONSTRUCTION CHARACTERISTICS
The analysis takes into account the geological and topographical conditions of the site. The design solution includes the implementation of self-drilling anchors R51 N to stabilize the slope. Follows the implementation of new concrete foundations upon which is positioned a steel structure to approach the mobile loader. Comparative analyzes were conducted with software Plaxis and GEOSTUDIO 2007. Outcome differ by 3,6% deviation. In Plaxis was used Elasto-plastic Mohr-Coulomb & Hardening Soil model. Through analysis Phi/c reduction is received the most unfavorable development of slope surface. In GEOSTUDIO 2007 was founded by the methods of Morgenstern-Price, Bishop and Janbu.