عنوان المقالة:التصرف الميكانيكي لاساس سد بوجود تصريف طولي من الرمل، حالة دراسة: سد سومبار Mechanical Behavior of Dam Foundation with Vertical Sand Drain, Case Study: Sombar Dam
أ.د. محمد شاكر محمود | Prof. Dr. Mohammed Shakir Mahmood | 12527
نوع النشر
مجلة علمية
المؤلفون بالعربي
المؤلفون بالإنجليزي
Mohammed Shaker Mahmood, Ali Akhtarpour and Ameer Abdulridha Ajmi Alali
الملخص الانجليزي
Installing vertical sand drains is a traditional dam foundation consolidation solution that is economical and provides good drainage efficiency. Vertical sand drains can shorten the path of water flow inside the soil and speeds up soil consolidation. This study investigated the effect of sand drains in the foundation of the Sombar Dam in Iran on its mechanical behavior. The Sombar Dam is a project to control flooding and provide agricultural water to Gholaman city in northeastern Iran. The investigation included the mechanical behavior of the dam with vertical sand drains. The studied parameters were drain diameter, depth and spacing in addition to the vertical-to-horizontal permeability ratio (ky/kx) of the foundation soil during the time of construction of the dam using a Mohr-Coulomb (MC) model in the software application GeoStudio. The results revealed that reducing the drain spacing (increasing the number of drains) and increasing the depth and diameter of the drains led to an increase of the settlement rate (up to 90%) and the stability of the dam over a shorter period of time (24 months) compared to no drain condition. With a decrease in the ratio of vertical-to-horizontal permeability (ky/kx = 0.1) for all drain parameters there was a decrease in the value of the dam settlement rate and the safety factor.
تاريخ النشر
01/07/2019
الناشر
Journal of Engineering and Technological Sciences
رقم المجلد
51
رقم العدد
3
رابط DOI
DOI: 10.5614/j.eng.technol.sci.2019.51.3.6
رابط خارجي
https://www.researchgate.net/publication/334173460_Mechanical_Behavior_of_Dam_Foundation_with_Vertical_Sand_Drain_Case_Study_Sombar_Dam?_sg=w4EF28yVMPKs3chaD8ObmszVO4i9hCI0JMmXY3jMV76iwRKJx3TIWEpNuyhSukAJWYCBDj_wNHpxQM6h4Ap0uKA6vboGTMRZf9zElop9.NvEEkOem0PVWbVRuNMG51cYC20ED6BofvgRVBJzQ_bf-Dam9-RlrwgOuMcErvLqaLrJMmHBDz1DrRdpPdMDpYw
الكلمات المفتاحية
earth dam; safety factor; sand drain; saturated soft soil; settlement; Sombar Dam.
رجوع