کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6435057 1637160 2015 22 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Research paperInfluence of weak layers on seismic stability of submarine slopes
ترجمه فارسی عنوان
تأثیر لایه های ضعیف بر پایداری لرزه ای دامنه های زیردریایی
کلمات کلیدی
جغرافیایی ساحلی، شیب زیردریایی، لاک ضعیف، زمین لرزه، تجزیه و تحلیل عددی، آزمایش های پیشرفته آزمایشگاهی، لغزش زیردریایی،
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات زمین شناسی اقتصادی
چکیده انگلیسی


- The influence of weak layers on the stability of submarine slopes was studied.
- Two conditions of a submarine slope before, during, and after an earthquake event were compared.
- Slope stability was studied using numerical analysis and advanced laboratory tests.
- The destabilising role of weak layers on submarine slopes was quantified.

Instability of submarine slopes and the risk posed by submarine slides are a concern in offshore activities related to energy, communications, food production and tourism. In particular, much of the offshore infrastructure needed for the extraction and transportation of hydrocarbons in deep waters are located on the continental slope, with significant exposure to the risk posed by a submarine landslide. Recent studies of the triggering mechanisms of a submarine landslide show that the combination of a predisposition factor like a weak layer within the soil profile, together with a “short duration trigger” such as an earthquake, is one of the most likely scenarios for slide initiation. In this paper, the influence of a weak layer on the stability of a submarine slope before, during and after a strong earthquake event is examined. The slope under study is located in the southern part of the Gulf of Mexico, on the continental slope in a water depth of 500 m.The slope stability assessments in the study include static slope stability using the limit equilibrium method and the finite element method, pseudo-static analyses using the limit equilibrium method, as well as 1-D and 2-D non-linear dynamic analyses using the finite element method. The earthquake-induced shear strains within the soil deposit are a key parameter in the slope stability assessment. Therefore, the dynamic analyses focused on estimating the maximum and permanent shear strains within the soil profile.Given the complexity of the problem, the decrease of the soil strength during and after the earthquake loading was estimated through a decoupled approach based on the calculated shear strains and results of advanced laboratory tests.The results of the study show quantitatively the important role of a weak layer in the initiation of a submarine landslide under a strong earthquake.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Marine and Petroleum Geology - Volume 65, August 2015, Pages 247-268
نویسندگان
, , ,