Effect of Natural Zeolite-Pozzolan on Compressive Strength of Oil-Polluted Concrete Marine Structures
Abstract: Oil pollution into
the concrete composed materials, leads to decrease the compressive strength of
the constructed structure. In the present study, effect of using a natural
pozzolan named Zeolite on concrete structures was tested in different marine
conditions. A fixed amount of oil equal to 2% of sand weight was added as the
pollution into the concrete composed materials. Natural Zeolite was added into
the concrete instead of cement to the mix design with weight percentages of 10,
15 and 20. After preparing and curing, concrete specimens were placed into the
three different conditions: fresh water, tidal, and sea water environments.
Results of compressive strength tests showed that replacement of natural
Zeolite instead of cement significantly increased compressive strength in
comparison with control specimens, in all environments. Adding 20% natural
Zeolite increased the compressive strength to its highest values about 60-85%
higher than control specimens.
Keywords: Compressive
Strength; Tidal and Sea Water Environments; Oil Polluted Sand; Natural Zeolite;
Marine Concrete
Author: Hamid Shahrabadi, Sina
Sayareh, Hamed Sarkardeh
Journal Code: jptsipilgg160067

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
- 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