Investigating the mechanical and hydraulic characteristics of pervious concrete containing copper slag as coarse aggregate

2019 ◽  
Vol 197 ◽  
pp. 130-142 ◽  
Author(s):  
Ali Rezaei Lori ◽  
Abolfazl Hassani ◽  
Reza Sedghi
Keyword(s):  
Coarse Aggregate ◽  
Copper Slag ◽  
Pervious Concrete ◽  
Hydraulic Characteristics

Pervious concrete using fly ash aggregate as coarse aggregate-an experimental study

2018 ◽  
Author(s):  
Subhakanta Dash ◽  
Biswabandita Kar ◽  
Partha Sarathi Mukherjee
Keyword(s):  
Experimental Study ◽  
Fly Ash ◽  
Coarse Aggregate ◽  
Pervious Concrete

COMPARATIVE STUDY ON STRENGTH AND PERMEABILITY OF POZZOLONA PERVIOUS CONCRETE MADE WITH THREE DIFFERENT SIZES OF COARSE AGGREGATE

2021 ◽  
Vol 10 (1) ◽  
pp. 33
Author(s):  
VINAY VAILADA ◽  
ADISESHU SIRGAM ◽  
SANGAMREDDI CHANDRAMOULI ◽  
CHAITANYA VASANTA SATYA ◽  
B. TARUNI ◽  
...  
Keyword(s):  
Comparative Study ◽  
Coarse Aggregate ◽  
Pervious Concrete

Pervious Concrete with LLDPE Powder as Fine Aggregate

2019 ◽  
Vol 801 ◽  
pp. 391-396
Author(s):  
Janardhan Prashanth ◽  
Harish Narayana ◽  
Ramji Prasad
Keyword(s):  
Compressive Strength ◽  
Comparative Study ◽  
Considerable Increase ◽  
Coarse Aggregate ◽  
Pervious Concrete ◽  
Fine Aggregate ◽  
Low Density ◽  
Fine Aggregates ◽  
Low Volume

In this paper comparative study on the compressive strength and permeability of pervious concrete with and without fine aggregate is done. Sand and LLDPE (Linear low density polythene) with varying percentages are used as fine aggregates. Sand is added in percentages of 5%, 10% and 15% of the coarse aggregate in all the mixes. LLDPE powder is added in the percentage of 5%, 10% and 15% of the coarse aggregate in all the mixes. With the addition of fine aggregate the compressive strength of the pervious concrete increases but permeability reduces. The results show that the pervious concrete with LLDPE powder there is a considerable increase in compressive strength as compared to no-fines mix and mix with sand as fine aggregate. The study recommends the use of eco-friendly pervious concrete with LLDPE powder as an alternative to the existing pavements with low volume traffic.

scholarly journals Influence of Ash and Coconut Shell Against Compressive Strength and Permeability Characteristics of Pervious Concrete

2021 ◽  
Vol 12 (3) ◽  
pp. 4129-4138
Author(s):  
Suwendy Arifin Et.al
Keyword(s):  
Compressive Strength ◽  
Coarse Aggregate ◽  
Lightweight Concrete ◽  
Waste Material ◽  
Pervious Concrete ◽  
Coconut Shell ◽  
Fine Aggregate ◽  
Permeability Characteristics ◽  
Fine Aggregates ◽  
Reduced Density

Pervious concrete or non-fine concrete is a simple form of lightweight concrete made by eliminating the use of fine aggregates. As a result of not using fine aggregate in pervious concrete, then created a cavity filled with air and water can be passed. This cavity resulted in reduced density of the concrete as well as the reduced amount of area that needs to be covered by cement paste, thereby reducing the compressive strength. To increase the compressive strength of pervious concrete, in this study will utilize waste material. The waste material is the cocnut shell ash and coconut shell to strengthen the coarse aggregate bonds, so it is expected to increase the compressive strength along with the increase in permeability. Thus, in this study will replace part of the coarse aggregate with coconut shell with percentage 0%, 2,5%, 5%, 7,5%, 10% and partially replace cement with coconut shell ash with percentage 0%, 2,5%, 5%, 7,5%

scholarly journals Effects of Copper Slag as a Replacement for Fine Aggregate on the Behavior and Ultimate Strength of Reinforced Concrete Slender Columns

2012 ◽  
Vol 9 (2) ◽  
pp. 90 ◽  
Author(s):  
AS Alnuaimi
Keyword(s):  
Coarse Aggregate ◽  
Failure Load ◽  
Concrete Strength ◽  
Copper Slag ◽  
High Yield ◽  
Flexural Stiffness ◽  
Fine Aggregate ◽  
Maximum Difference ◽  
Failure Loads ◽  
Slender Columns

Use of copper slag (CS) as a replacement for fine aggregate (FA) in RC slender columns was experimentally investigated in this study. Twenty columns measuring 150 mm x150 mm x 2500 mm were tested for monotonic axial compression load until failure. The concrete mixture included ordinary Portland cement (OPC) cement, fine aggregate, 10 mm coarse aggregate, and CS. The cpercentage of cement, water and coarse aggregate were kept constant within the mixture, while the percentage of CS as a replacement for fine aggregate varied from 0 to 100%. Four 8 mm diameter high yield steel and 6 mm mild steel bars were used as longitudinal and transverse reinforcement, respectively. Five cubes measuring 100 mm x100 mm x100 mm, eight cylinders measuring 150 mm x 300 mm and five prisms measuring 100 mm x 100 mm x 500 mm were cast and tested for each mixture to determine the compressive and tensile strengths of the concrete. The results showed that the replacement of up to 40% of the fine aggregate with CS caused no major changes in concrete strength, column failure load, or measured flexural stiffness (EI). Further increasing the percentage reduced the concrete strength, column failure load, and flexural stiffness (EI), and increased concrete slump and lateral and vertical deflections of the column. The maximum difference in concrete strength between the mixes of 0% CS and 100% CS was 29%, with the difference between the measured/ control failure loads between the columns with 0 and 100% CS was 20% the maximum difference in the measured EI between the columns with 0 and 100% CS was 25%. The measured to calculated failure loads of all specimen varied between 91 and -100.02%. The measured steel strains were proportional to the failure loads. It was noted that columns with high percentages of CS (

scholarly journals A review on characteristics of pervious concrete using recycled aggregate

2021 ◽  
Vol 10 (1) ◽  
pp. 1-8
Author(s):  
Aaliya Navaz ◽  
Anju Paul
Keyword(s):  
Coarse Aggregate ◽  
Ground Level ◽  
Environmental Benefits ◽  
Pervious Concrete ◽  
Recycled Aggregate ◽  
Fine Aggregate ◽  
Concrete Compressive Strength ◽  
Coarse Aggregates ◽  
Natural Aggregates ◽  
Pass Through

Pervious concrete is a mixture of cement, coarse aggregate mixed with water. The absence of fine aggregate helps increase the voids and water can pass through these gaps and reaches to ground level. The use of recycled coarse aggregates from construction and demolition is a sustainable solution with many environmental benefits and also reduces the number of virgin aggregates to be created, hence reducing the extraction of natural resources. This paper reviews the research developments of pervious concrete by replacing natural aggregates with different percentages of recycled coarse aggregate. The papers under consideration of review have conducted to identify various properties of pervious concrete such as mechanical and hydrological properties. Keywords— pervious concrete, compressive strength, permeability

scholarly journals Suspended solids and bacteria removal mechanisms in ceramic filter and pervious concrete filter: a review

2021 ◽  
Vol 325 ◽  
pp. 04006
Author(s):  
Ekha Yogafanny Boulven ◽  
Radianta Triatmadja ◽  
Budi Kamulyan ◽  
Fatchan Nurrochmad ◽  
Intan Supraba
Keyword(s):  
Suspended Solids ◽  
Pervious Concrete ◽  
Ceramic Filter ◽  
Hydraulic Characteristics ◽  
Pore Connectivity ◽  
The Poor ◽  
Removal Mechanisms ◽  
Poor Water Quality ◽  
Connectivity Distribution ◽  
Bacteria Removal

The need for drinking water with affordable access is increasing nowadays. The poor water quality problems can be solved by several water treatment methods, i.e. ceramic filter (CF) and pervious concrete filter (PCF). Those two mentioned technologies work based on the pores that exist within the filter. This study aimed to review (1) the influence of the material composition of the CF and PCF on hydraulic characteristics (porosity, permeability, pore size, pore structure, pore connectivity/ distribution) and its removal effectiveness, and (2) the removal mechanisms of suspended solids and bacteria based on its hydraulic characteristics. The study reviewed 45 literature, including books, reports, and published articles. The type, mineral, and sources of clay and the type, shape, proportion, and size of combustible materials on CF will affect its hydraulic characteristic. The shape, size, and type of aggregate, the ratio of water to cement, and the ratio of aggregate to cement on PCF will affect its hydraulic characteristics. The removal mechanisms of suspended solids are straining on the surface and trapping on the deadlocked pores. On the other hand, the bacteria removal mechanisms strain the bacteria in the dirt layer and trap the bacteria in the pores.

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