PORT TERMINAL FOR BULK CARGO, VILAGE SOMOVIT

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.