The Compressive Strength of Flemish Bond Wall by Exploiting Spent Copper Slag from Shipyard Waste

2014 ◽  
Vol 700 ◽  
pp. 407-412
Author(s):  
Salmaliza Salleh ◽  
Shaaban Md Ghazaly ◽  
Mahmud Hilmi ◽  
Suresh Rao
Keyword(s):  
Compressive Strength ◽  
Moisture Content ◽  
Copper Slag ◽  
Masonry Wall ◽  
Brick Wall ◽  
Leaching Tests ◽  
Compressive Test ◽  
Minimum Requirement ◽  
Physical Tests ◽  
Control Set

This research has been conducted to investigate the compressive strength of Flemish bond spent copper slag masonry wall. The spent copper slag was taken from a shipyard and repair company in Pasir Gudang, Johor, Malaysia. In total three (3) sets of brick wall were built based on different percentage of spent copper slag replacement in bricks. The first set was arranged with 0% spent copper slag replacement bricks. It is used as the control set. The rest 2 sets were prepared by replacing 20% and 30% of sand in the bricks with spent copper slag. These bricks and walls were undergone physical tests such as compressive test, moisture content, density and leaching tests to satisfy the minimum requirement of a standard brick.

scholarly journals SOME PROPERTIES OF PHOSPHORIC ACID STABILISED LATERIZED ADOBE BRICKS

2020 ◽  
Vol 32 (3) ◽  
Author(s):  
Adekemi Loretta Ayodele ◽  
Abdulhalim Oshioke Mohammed ◽  
Adeyemi Babayemi Fajobi ◽  
Akindehinde Ayotunde Akindahunsi ◽  
Aderopo Musiliu Olajumoke
Keyword(s):  
Compressive Strength ◽  
Statistical Analysis ◽  
Moisture Content ◽  
Phosphoric Acid ◽  
Analysis Of Variance ◽  
Ambient Air ◽  
Dry Density ◽  
Minimum Requirement ◽  
Curing Period ◽  
Dry Soil

The changes in the compressive strength of laterized bricks produced from stabilised residual tropical laterite (RTL) are reported in this paper. The RTL was stabilised with different percentages (2, 4, 6 and 8%) by weight of dry soil of 1M phosphoric acid (PA). Some geotechnical properties and elemental oxide composition of the RTL were determined. Adobe bricks were produced from the PA stabilised, 5% cement stabilised and unstabilised RTL. Adobe bricks produced from 5% cement stabilised RTL served as the control. The bricks were cured under ambient air condition for 7, 14, 21 and 28 days. The pH, dry density, moisture content and compressive strength (fc) of the bricks were determined at the end of each curing period. The influence of PA was evaluated using the changes in the fc of the adobe bricks. The effectiveness of PA was also evaluated using a standard minimum requirement. Statistical analysis of the results was done using Analysis of variance. There was about 90 and 200% increase in fc of PA and cement stabilised Adobe bricks, respectively. The fc of 6% PA stabilised and cement stabilised adobe bricks met the minimum requirement. It is concluded that PA has great potential for stabilising Adobe bricks for building.

scholarly journals Comparative Study On Load Resistance of Eco-Friendly Interlocking Blocks For Sustainable Construction

2021 ◽  
Author(s):  
Venkata Veera Himakar Chunduri ◽  
Veerendrakumar C. Khed
Keyword(s):  
Compressive Strength ◽  
Environmental Sustainability ◽  
Load Resistance ◽  
Masonry Wall ◽  
Sustainable Construction ◽  
Bottom Surface ◽  
Brick Wall ◽  
Vertical Load ◽  
Block Wall ◽  
Wall Construction

Abstract The rapid growth of contemporary construction industry has driven engineers to explore new construction techniques for sustainable development. Interlocking block wall construction reduces time, labour and enhances construction efficiency compared to conventional masonry wall construction. The interlocking pattern has been applied to the top and bottom surface of block to withstand gravity and lateral loads whereas current interlocking blocks only serve the purpose of easy alignment. In this study, eco-friendly blocks have been developed with industrial waste such as fly ash, quarry dust and geopolymer as binder. Tests to evaluate the compressive strength, water absorption and efflorescence have been carried out on both traditional and geopolymer interlocking blocks. Later, on two blocks joint, in-plane vertical load has been applied and the same model is generated to validate the failure. Using numerical modelling, horizontal and vertical load resistance of interlocking block wall and traditional brick wall was compared. The experimental results show that, relative to traditional clay brick, the compressive strength of the geopolymer interlocking block was high but the absorption of water was low. The vertical load resistance is identical but horizontal load resistance was high in interlocking block wall. The interlocking geopolymer block was the best approach for environmental sustainability.

Selected Properties of Parallel Strand Lumber Made from Southern Pine and Yellow-Poplar

Holzforschung ◽  
2003 ◽  
Vol 57 (2) ◽  
pp. 207-212 ◽  
Author(s):  
Y. Liu ◽  
A.W.C. Lee
Keyword(s):  
Compressive Strength ◽  
Shear Strength ◽  
Specific Gravity ◽  
Moisture Content ◽  
Dimensional Stability ◽  
Modulus Of Rupture ◽  
Southern Pine ◽  
Yellow Poplar ◽  
Average Modulus ◽  
Parallel Strand Lumber

Summary This study was conducted to explore basic physical and mechanical properties of parallel strand lumber (PSL) made exclusively from southern pine and yellow-poplar, respectively, and to examine their relationships using statistical analysis. Small specimens were prepared from commercial southern pine PSL and yellow-poplar PSL billets and tested for specific gravity, moisture content, dimensional stability, bending properties, shear strength and compressive strength. Results indicate average specific gravity of southern pine PSL is higher than that of yellow-poplar PSL, while their average moisture content and dimensional stability are very similar. Southern pine PSL has higher average modulus of elasticity but lower average modulus of rupture than yellow-poplar PSL. While average longitudinal shear strength does not exhibit differences between southern pine PSL and yellow-poplar PSL, average compressive strength of southern pine PSL is higher than that of yellow-poplar PSL. There are positive correlations among modulus of elasticity, modulus of rupture and specific gravity. PSL improves some properties of solid wood from which PSL is made.

scholarly journals The effect of the pre-wetting of expanded clay aggregate on the freeze-thaw resistance of the expanded clay aggregate concrete

2021 ◽  
Vol 0 (0) ◽  
Author(s):  
Michał Piotr Musiał ◽  
Filip Grzymski ◽  
Tomasz Trapko
Keyword(s):  
Compressive Strength ◽  
Moisture Content ◽  
Concrete Compressive Strength ◽  
Aggregate Concrete ◽  
Freeze Thaw ◽  
Concrete Mix Design ◽  
In Series ◽  
Resistance Criterion ◽  
Mixing Water ◽  
Nominal Amount

AbstractThis paper presents experimental research on expanded clay aggregate concrete. The aim of the investigations was to determine if the pre-wetting of expanded clay aggregate has an effect on the freeze-thaw durability of the expanded clay aggregate concrete. Five concrete series based on the same concrete mix design were made and tested. The degree of pre-wetting of the aggregate was varied: dry aggregate was used in the first series, aggregate with a moisture content of 10% was used in series IA and IB and aggregate with a moisture content of 25% was used in series IIA and IIB. Also the approach to the production process was varied: in series A the water contained in the aggregate was taken into account in the global water-cement ratio (consequently a reduced amount of water was added to the mix), whereas in series B the nominal amount of water was added to the mix (as in the case of dry aggregate). The freeze-thaw resistance criterion was based on the assessment of the decrease of compressive strength and increase in weight loss after exposure to freeze-thaw cycles. The expanded clay aggregate concrete's strength and mass decrements caused by freeze-thaw cycling were used as the measure of its freeze-thaw resistance. The investigations have shown that the pre-wetting of expanded clay aggregate has an effect on the freeze-thaw durability of the expanded clay aggregate concrete. The differences of concrete compressive strength decrease related to freeze-thaw durability may be 2 to 5 times greater when inadequate method of calculating mixing water for concrete is used.

scholarly journals Nahrwan Clays Study for Brick Industry

2008 ◽  
Vol 5 (4) ◽  
pp. 538-544
Author(s):  
Baghdad Science Journal
Keyword(s):  
Compressive Strength ◽  
Chemical Analysis ◽  
Moisture Content ◽  
Physical Properties ◽  
Clay Brick ◽  
Quaternary Sediment ◽  
Physical Test ◽  
Class A ◽  
Clay Deposits ◽  
Depth Ranges

Nahrawan clay deposits lies in Diyala governorate , 65 Km, NE of Baghdad , according to the previous work in this field, in which they study the reserve belong to category of investigation ( C2 & C1 ) , we choice the proper area to investigation of category (B) with drill net( 200x 200m ) to rise the amount of reserve. The investigation work included drilling (116) boreholes of total depth ranges from (10.0-12.55m) , showed mainly clayey and silty deposits with little sand , and the typical borehole (648) represents all types of sediment in the area , and most of boreholes without sandy deposits , and all of these deposits is Quaternary sediment which is consist of two main sedimentary cycles ( the Pleistocene & Holocene ) . Chemical analysis for (343) samples were done , and physical test carried on ( 143 ) samples , and all show suitable properties for clay brick industry . the area of investigation covered ( 5.200.000 m2) involving ( 620.000 m2 ) containing soluble salt more than ( 3.5%) , which was separated from the total area , so the residual (4.580.000m2 ) had been taken to calculate the reserve , with depth of ( 10.76m) for the industrial clay bed . The reserve calculations depended on the following chemical & physical Properties: The chemical analysis shows that , CaO ( 16.53%) MgO ( 4.65% ) , SO3 ( 1.42%) , T.S.S. (2.42%) , the physical properties are unfired properties Which contains Bulk density ( 2.09gm/cm3) , moisture content (20.95%) , linear dry shri. (7.63%) , and fired properties which contain water absorption (18.8%) , linear shri. (0.8%) volume shri. (2.212% ) , compressive strength ( 468.606Kg/cm2) . So the reserve of category (B) is ( 49.280. 800 m3 ) or (102.966.000 Ton) the physical test showed that the brick classified into class (A-B) .

scholarly journals PENGARUH PENAMBAHAN ABU CANGKANG BEKICOT PADA SEMEN RAMAH LINGKUNGAN TERHADAP KUAT TEKAN MORTAR

2018 ◽  
Vol 8 (2) ◽  
pp. 63-69
Author(s):  
Achendri M. Kurniawan ◽  
Devita Sulistiana
Keyword(s):  
Compressive Strength ◽  
Experimental Method ◽  
Rice Straw ◽  
Research Method ◽  
Environmental Damage ◽  
Fine Aggregate ◽  
Compressive Test ◽  
Snail Shell ◽  
Substitute Material ◽  
Straw Ash

Blitar Regency is one of the strange culinary centers, among which are processed various foods from snail base ingredients, ranging from kripik, sate oseng-oseng and so on as well as the existence of Blitar district is one of the rice barns in East Java. With the existence of Blitar district as a snail-based culinary producer and one of the rice barns in East Java, this is not spared from several problems, such as the disposal of snail shells in the river and burning of rice straw in rice fields which both will cause environmental damage. This study aims to examine the use of snail shell ash and rice straw ash as a substitute material for cement in mortar mixtures against mortar compressive strength. The research method used was the experimental method by mixing fine aggregate main ingredients with snail shell ash and rice straw ash then testing the compressive strength. The results of the compressive test with the addition of the percentage of snail shell shell turned out to increase by 54.78%.

Compressive Properties of Electroless Ni-P Coating Reinforced Magnesium Alloy Foams

2021 ◽  
Vol 889 ◽  
pp. 123-128
Author(s):  
Sheng Jun Liu ◽  
Zhi Qiang Dong ◽  
Ren Zhong Cao ◽  
Da Song ◽  
Jia An Liu ◽  
...  
Keyword(s):  
Compressive Strength ◽  
Energy Absorption ◽  
Absorption Efficiency ◽  
Absorption Capacity ◽  
Compressive Properties ◽  
Compressive Test ◽  
Energy Absorption Capacity ◽  
Energy Absorption Efficiency ◽  
Hybrid Foams ◽  
Electroless Ni

In this study, the open-cell Mg-2Zn-0.4Y foams were prepared by infiltration casting method. The Ni/Mg hybrid foams were prepared by electroless Ni-P coating on the foam struts to improve the compressive strength and energy absorption capacity. The compressive properties of the Mg alloy foams and Ni/Mg hybrid foams were studied by quasi-static compressive test. The experimental results show that the Ni-P coating is composed of crystallites. The Ni-P coating can significantly enhance the compressive strength, energy absorption capacity and energy absorption efficiency of the foams.

scholarly journals Study on the Compressive Properties of Magnesium Phosphate Cement Mixing with Eco-Friendly Coir Fiber Considering Fiber Length

Materials ◽  
2020 ◽  
Vol 13 (14) ◽  
pp. 3194 ◽  
Author(s):  
Zuqian Jiang ◽  
Liwen Zhang ◽  
Tao Geng ◽  
Yushan Lai ◽  
Weile Zheng ◽  
...  
Keyword(s):  
Compressive Strength ◽  
Energy Absorption ◽  
Natural Fiber ◽  
Strain Curve ◽  
Magnesium Phosphate ◽  
Convex Curve ◽  
Coir Fiber ◽  
Compressive Properties ◽  
Compressive Test ◽  
Maximum Value

Coir fiber (CF), an eco-friendly and renewable natural fiber, was introduced into magnesium phosphate cement (MPC) mortar to improve its crack resistance. A total of 21 specimens were employed to investigate the failure pattern, compressive strength, stress–strain curve, and energy absorption of MPC with varying CF lengths (0, 5, 10, 15, 20, 25, and 30 mm) after a curing period of 28 days through a static compressive test. The results demonstrated that compressive strength, elastic modulus, and secant modulus decreased with the increase in CF length. However, energy absorption presented a convex curve, which increased to the maximum value (77.0% relative to the value of the specimen without CF) with a CF length of 20 mm and then declined. A series of modern micro-tests were then carried out to analyze the microstructure and composition of specimens to explain the properties microscopically.

scholarly journals In Situ Monitoring of Drying Process of Masonry Walls

Energies ◽  
2020 ◽  
Vol 13 (23) ◽  
pp. 6190
Author(s):  
Łukasz Cieślikiewicz ◽  
Piotr Łapka ◽  
Radosław Mirowski
Keyword(s):  
Energy Consumption ◽  
Moisture Content ◽  
Thermal Behavior ◽  
Specific Energy Consumption ◽  
Masonry Wall ◽  
In Situ Monitoring ◽  
Drying Process ◽  
Final State ◽  
The Mean

The in situ hygro-thermal behavior of a wet masonry wall during its drying process is presented in this paper. The considered wall is a part of a basement of a historic building that was subjected to renovation works. The building is located in the City of Łowicz (Poland). The drying process was implemented by applying the thermo-injection method and a novel prototype of the drying device used for this method. The dedicated acquisition system was developed to in situ monitor parameters of the drying process. The air temperature and relative humidity in various locations in the basement, temperatures and moisture contents at several points of the wet wall as well as the electrical parameters of the drying device were registered. Based on variations of the monitored parameters, the hygro-thermal behavior of the wall during drying was studied. After 6 days of drying, the wall temperature in the drying zone was increased to approximately 40–55 °C, while the moisture content was reduced to the mean level of 3.76% vol. (2.35% wt.). These wall parameters allowed for effective impregnation of the wall with the hydrophobic silicone micro-emulsion, which created horizontal and vertical waterproofing. Moreover, the specific energy consumption during the drying process defined as energy consumption divided by the mean volumetric moisture content drop (MC) between the initial and final state in the wall and by the length of the dried wall section was estimated to be 11.08 kWh/MC%/m.

DEVELOPMENT OF PALM BIOMASS BRIQUETTES WITH POLYETHYLENE PLASTIC WASTE ADDITION

2016 ◽  
Vol 78 (9-2) ◽  
Author(s):  
Hasan Mohd Faizal ◽  
M. Shafiq M. Nazri ◽  
Md. Mizanur Rahman ◽  
S. Syahrullail ◽  
Z. A. Latiff
Keyword(s):  
Compressive Strength ◽  
Renewable Energy ◽  
Moisture Content ◽  
Renewable Energy Sources ◽  
Calorific Value ◽  
Energy Sources ◽  
Mixing Ratio ◽  
Gross Calorific Value ◽  
Combustion Properties ◽  
Plastics Waste

High global energy demand scenario has driven towards transformation from sole dependence on fossil fuels to utilization of inexhaustible renewable energy sources such as hydro, biomass, solar and wind. Renewable energy sources are abundant in Malaysia, especially palm biomass residues that are produced during the oil extraction process of fresh fruit bunch. Therefore, it is inevitable to harness these bioenergy sources, in order to prevent waste accumulation at adjacent to palm mills. Briquetting of palm biomass such as empty fruit bunch (EFB) with polyethylene (PE) plastics waste addition is expected not only could maximize the utilization of energy resources, but also could become as a potential solution for residue and municipal plastics waste disposal. In the present study, the physical and combustion properties of palm biomass briquettes that contain novel mixture of pulverized EFB and PE plastics waste were investigated experimentally. The briquettes were produced with different mixing ratio of EFB and PE plastics (weight ratios of 95:5, 90:10 and 85:15), under various heating temperatures (130-190 ) and at constant compaction pressure of 7 MPa. Based on the results, it can be said that heating temperature plays a significant role in affecting physical properties such as relaxed density and compressive strength. The values of relaxed density and compressive strength are within the range of 1100 to 1300 kg/m3 and 0.8 to 1.2 MPa, respectively. Meanwhile, mixing ratio does affect relaxed density and gross calorific value. All values of gross calorific (17900 to 21000 kJ/kg) and moisture content (7% to 9%) are found to fulfill the requirement for commercialization as stated by DIN51731 (gross calorific value>17500 kJ/kg and moisture content<10%). Even though the values of ash content (3% to 4%) exceed the limitation as stated by the standard (<0.7%), it is still considered very competitive if compared to the commonly used local briquette that contains mesocarp fibre and shell (5.8%). Finally, it can be concluded that the best quality of briquette can be achieved when highest composition of PE plastics (weight percentage of 15%) is used and the briquetting process is performed at the highest temperature (190 ).  

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