Parametric Monte Carlo studies of rock slopes based on the Hoek–Brown failure criterion

AJ Li, MJ Cassidy, Y Wang, RS Merifield… - Computers and …, 2012 - Elsevier
Probabilistic evaluation of slope failures is increasingly seen as the most appropriate
framework for accounting for uncertainties in design. This paper performs reliability …

[PDF][PDF] Numerical analysis of seepage in earth-fill dams

NJH Al-Mansori, TJM Al-Fatlawi, NY Othman… - Civ Eng …, 2020 - pdfs.semanticscholar.org
In an earth-fill dam, the effect of seepage has been studied by applying a finite element
method using the SEEP2D program. This is in order to determine the quantity of seepage …

Seismic failure probability of concrete slab on CFR dams with welded and friction contacts by response surface method

ME Kartal, A Bayraktar, HB Başağa - Soil Dynamics and Earthquake …, 2010 - Elsevier
In this study, failure probability of the concrete slab on concrete-faced rockfill (CFR) dams
with welded and friction contact is investigated under earthquake effects by reliability …

[HTML][HTML] Nonlinear finite element reliability analysis of Concrete-Faced Rockfill (CFR) dams under static effects

ME Kartal, A Bayraktar, HB Başağa - Applied Mathematical Modelling, 2012 - Elsevier
The response of concrete slab on Concrete-Faced Rockfill (CFR) dams is very important.
This study investigates the reliability of the concrete slab on a CFR dam by the improved …

A simplified approach for modeling spatial variability of undrained shear strength in out-plane failure mode of earth embankment

J Ji - Engineering Geology, 2014 - Elsevier
This paper presents a probabilistic study of the out-plane failure mode of long embankments
by first-order reliability method (FORM) and limit equilibrium method (LEM). The uncertainty …

重力坝深层抗滑稳定三维地质力学模型破坏试验研究

丁泽霖, 张林, 陈媛, 胡成秋 - 水利学报, 2011 - jhe.ches.org.cn
针对武都碾压混凝土重力坝4 个典型坝段的坝基深层抗滑稳定问题, 开展了重力坝天然地基条件
下三维地质力学模型超载法破坏试验和加固地基条件下三维地质力学模型综合法破坏试验 …

[HTML][HTML] Мониторинг насыпной дамбы, возводимой в МТП Усть-Луга на слабом грунтовом основании

БВ Балашов, НД Беляев, ЕБ Михаленко… - Magazine of Civil …, 2012 - cyberleninka.ru
Совершенствование методики измерения осадок насыпных ГТС и получение
результатов долговременных натурных измерений с их анализом являются …

Mean parametric Monte Carlo study of fill slopes

K Lim, MJ Cassidy, AJ Li, AV Lyamin - International Journal of …, 2017 - ascelibrary.org
Slope stability analysis has traditionally been performed using a deterministic approach.
However, it has strongly been debated that the use of only the factor of safety in slope …

Reliability analysis of three-dimensional rock slope

XL Yang, ZA Liu - Geomechanics & engineering, 2018 - dbpia.co.kr
Reliability analysis is generally regarded as the most appropriate method when
uncertainties are taken into account in slope designs. With the help of limit analysis …

[图书][B] Studying seepage in a body of earth-fill dam by (Artifical Neural Networks) ANNs

D Ersayın - 2006 - search.proquest.com
Dams are structures that are used especially for water storage, energy production, and
irrigation. Dams are mainly divided into four parts on the basis of the type and materials of …