Writers : Afshar, S.; Ghafoori, M.; Moosavi Maddah, S. M.; Bagher Poor, A.
Refference : 27th Symposium on Geosciences and the 13th Symposium on Geological Society of Iran
Publishing Year : 1388

Abstract :

The studied "Rock Slope", with 20 meters high and 60 meter length is located at, Hashemieh Bolv. In Mashhad city.The heavy building , constructed over this "Slope" ,has decreased the factor of safety.The modeling based on "Snail", shows that , the water pore pressure, and earthquake force are main causes of decrease in safety factor.To prevent, slope sliding and increasing the safety factor geotechnical Researches and improvement conditions were considered .To meet this goal, the "joints" and "Cracks", were surveyed statistically, andTwo boreholes of 30 and 22 meters depth in different places were dug for studying the sub¬surface layers and taking samples ,and have been modeled by "Rock Work" in this article. According to the data obtained 'Anchoring Method", is suggested.The length, distance, and direction of "Anchors", and method of performance was calculated based on status quo.

Subject List : rock slope