French Guidelines for Structural Safety of Gravity Dams in a Semi-probabilistic Format

نویسندگان

  • Paul Royet
  • Laurent Peyras
چکیده

In January 2006 the French Committee on Dams and Reservoirs – FrCOLD issued provisional guidelines for structural safety of gravity dams. It was the first attempt to produce a semi-probabilistic limit-state method for the design of hydraulic works, in a format similar to the Eurocodes. After 5 years of a progressive implementation of those guidelines, FrCOLD decided to produce an upgraded and enriched version of the guidelines. This task was undertaken beginning of 2011 and fulfilled mid-2012 through a FrCOLD project conducted by a working group representing the French engineering industry and related government agencies. This paper accounts for the work done over one and half year, discloses the feedback gained from the recent engineering practice and details the structure and the content of the document to be published end of 2012. It is arranged according to the limit-state format: design situations and associated loading combinations, geological model, characteristic strength values, limit states and corresponding verification analyses. With other guidelines already issued (Structural safety of embankment dams and dikes, Hydraulic works and seismic safety) or under production (Safety of dams during floods), the major aspects of dam safety will be covered, allowing for introducing the main requirements for dam safety in French regulations in a very near future.

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

UNCERTAINTY ANALYSIS OF STABILITY OF GRAVITY DAMS USING THE FUZZY SET THEORY

This paper introduces a methodology for considering the uncertainties in stability analysis of gravity dams. For this purpose, a conceptual model based on the fuzzy set theory and Genetic Algorithm (GA) optimization is developed to be coupled to a gravity dam analysis model. The uncertainties are represented by the fuzzy numbers and the GA is used to estimate in what...

متن کامل

Seismic and Stability Analysis of Gravity Dams Using Staad PRO

–This paper presents the main features and organization of STAADPRO, a computer program that has been developed for the static and seismic stability evaluations of concrete gravity dams. STAADPRO is based on the gravity method using rigid body equilibrium and beam theory to perform stress analyses, compute crack lengths, and safety factors. Seismic analyses could be done using either the pseudo...

متن کامل

Numerical Simulation of Effect of Drain Pipe in Uplift Force and Exit Hydraulic Gradient in Gravity Dams

In this study, the effects of diameter and location of drain pipe in uplift force and exit hydraulic gradient in the foundation of gravity dams are investigated. For this purpose, a numerical model of gravity dam foundation is simulated using finite elements method. The results indicate that drain pipe under the gravity dam reduces the uplift force and exit hydraulic gradient. Location of the d...

متن کامل

Probabilistic Assessment of Pseudo-Static Design of Gravity-Type Quay Walls

Failure of the quay walls due to earthquakes results in severe economic loss. Because of hazards threatening such inexpensive nodes of national and international transportation networks, seismic design of quay walls is still an evolving topic in marine structural engineering. This study investigates the sensitivity of the gravity-type quay wall stability respect to uncertain soil and seismic pr...

متن کامل

Evaluation of the effect of reservoir length on seismic behavior of concrete gravity dams using Monte Carlo method

In present study, the effect of reservoir length on seismic performance of concrete gravity dam has been investigated. Monte Carlo probabilistic analysis has been used to achieve a sensitivity of the responses to variation of truncated reservoir length in finite element model. The ANSYS software based on finite element method is applied for modeling and analysis. The Pine Flat dam in California...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2012