عمران و ژئوتکنیک

در این پست ویدئوی آموزش مدل کردن گروه شمع در نرم افزار PLAXIS 3d آموزش داده شده است. مشاهده ویدئو عمران و ژئوتکنیک...

Batter piles, also known as inclined piles, can be efficient in liquefaction-prone soils if designed and installed properly. The angle of inclination and the length of the pile are important factors that need to be considered in the design process. Inclined piles can provide additional lateral resistance to counteract the lateral spreading forces caused by liquefaction. The inclined angle of the pile can also help to reduce the axial loads on the pile, which can be beneficial in soils with low bearing capacity.However, it is important to note that the effectiveness of batter piles in liquefaction-prone soils depends on several factors, including the soil properties, the magnitude of the earthquake, and the design and installation of the pile. Therefore, a thorough site investigation and geotechnical .analysis should be conducted before deciding on the use of batter piles in such soils.- "Seismic Design of Pile Foundations in Liquefiable Soils" by H. Bolton Seed and I.M. Idriss (1999)- "Behavior of Batter Piles in Liquefiable Soils" by Jonathan D. Bray and Jonathan P. Stewart (2005)- "Evaluation of Inclined Piles for Lateral Spreading Mitigation" by Ramin Motamed and Bruce L. Kutter (2010)- "The Effectiveness of Inclined Piles in Liquefaction Mitigation" by Seyed M. Hashemi and Saeed Fathali (2013) عمران و ژئوتکنیک...