Prediction of Hydro-mechanical Stability of Dam: Using Calibrated Model from Back Analysis and Monitoring Data
Abstract: Earth-fill dam
safety and stability control during service period is important at the view
point of economics and social security. Monitoring is very important to control
dam security, to compare real action with predicted planning and to make good
experience and opportunity for future planning. In this paper, water pore
pressure and settlements in different parts of Sattarkhan dam during service
period was studied. So at first, according to instrument data installed in the
body of dam, calibration of numerical model done and by doing back analysis
real properties of materials of dam defined. Then by using the calibrated
model, pore water pressures and settlements of dam studied. Analysis carried
out by Flac2D Finite Difference software. The constitutive model used was
Mohr-Coulomb at the state of plane strain. Results showed that dam will be safe
during service period at the view point of hydro-mechanical behaviour. Finally,
stability of dam studied from the view of rapid depletion of the reservoir,
which results showed safety conditions.
Author: Samad Narimani, Seyed
Morteza Davarpanah, Javad Sattarvand
Journal Code: jptsipilgg160046

Artikel Terkait :
Jp Teknik Sipil gg 2016
- Implementation of Decision Support System for Integrated Coastal Zone Management of Sustainable Mariculture Development Industry in Indonesia
- Proposed Design Graphs of Geotextile Reinforcement on Soft Clay under Various Field Conditions
- Effect of Temperature on Precipitation Rate of Calcium Carbonate Produced through Microbial Metabolic Process of Bio Materials
- Study on Shear Behavior of Concrete-polymer Cement Mortar at Elevated Temperature
- Comparing Performance of Government and Private Clients in Construction Projects: Contractors’ Perspective
- Creep Properties of Walikukun (Schouthenia ovata) Timber Beams
- Reinforced Concrete Finite Element Modeling based on the Discrete Crack Approach
- Experimental Investigation on the Effect of Specimen Size in Determining Fracture Parameters of Concrete
- Establishment of a Stochastic Model for Sustainable Economic Flood Management in Yewa Sub-Basin, Southwest Nigeria
- Energy Production from Sewage Sludge in a Proposed Wastewater Treatment Plant
- Effect of Natural Zeolite-Pozzolan on Compressive Strength of Oil-Polluted Concrete Marine Structures
- A Study on the Contributing Factors of Major Landslides in Malaysia
- Geotechnical Properties of Lateritic Soil Stabilized with Ground-Nut Husk Ash
- Analyzing Parameters Influencing Scour Bed in Confluence Channels Using Flow3D Numerical Model
- BIM for Facility Management: Challenges and Research Gaps
- Analysis of RC Continuous Beams Strengthened with FRP Plates: A Finite Element Model
- Risk Assessment of Geological Hazards in a Tunneling Project Using Harmony Search Algorithm (Case Study: Ardabil-Mianeh Railway Tunnel)
- Numerical Modeling of Flow Field in Morning Glory Spillways and Determining Rating Curve at Different Flow Rates
- Numerical Modeling of Local Scour at the Junction of Open Channels in Flow3D Numerical Model
- Artificial Neural Network-Cuckoo Optimization Algorithm (ANN-COA) for Optimal Control of Khorramabad Wastewater Treatment Plant, Iran
- Investigation of Ready Mixed Concrete Transportation Problem Using Linear Programming and Genetic Algorithm
- Effects of Hybridization of Carbon and Polypropylene Short Fibers as Reinforcement on Flexural Properties of Fine Aggregate Concretes
- Numerical Simulation of Impulsive Water Waves Generated by Subaerial and Submerged Landslides Incidents in Dam Reservoirs
- The Effect of Rail Defects on Track Impact Factors
- Analytical and Laboratory Evaluation of the Solubility of Gypsiferous Soils