scholarly journals Comparative Effect of Grinded and Ungrinded Palm Kernel Shell on the Strength of Pavers

2021 ◽  
Vol 11 (3) ◽  
Author(s):  
Aluko, K.A ◽  
Elesho, R.O ◽  
Aderemi, A.M. ◽  
Adedipe, J.O. ◽  
Adewoye, A.A ◽  
...  
Keyword(s):  
Compressive Strength ◽  
Analysis Of Variance ◽  
Palm Kernel ◽  
Strength Properties ◽  
Comparative Effect ◽  
River Sand ◽  
Palm Kernel Shell ◽  
Stone Dust ◽  
Significant Difference ◽  
The Difference

Paving stones are increasing, being used by corporate bodies and individual for its functionalities and aesthetic value, the production of pavers over the years have been specifically carried out using stone dust which is relatively expensive and not readily affordable to the common man. This study was carried out to determine comparative effect of grinded and un-grinded palm kernel shell on the strength of pavers. Stone dust, river sand, grinded palm kernel shell, un-grinded palm kernel shell and cement were combine in different ratio namely,T1(4,0,0,0,l), T2(0,2,2,0,l), T3 (1,2,0,1,1), T4(1,1,2,0,l), T5(1,1,0,2,l), T6(0,2,l ,l,1) respectively to form six treatment with two replicates. The pavers were tested for weight and strength properties, T3 has the highest value of the mean weight while T1 has the lowest value. T3 (stone dust (1),river sand (2), un-grinded palm kernel shell (1) and 25kg of cement (1)), T1(stone dust (4) and 25kg of cement (1)).Also, the compressive strength results show that T3 also has the highest value of 127Mpa(Mega pascal) whileT6 has the lowest value of 33Mpa (Mega pascal). The data collected was subjected to analysis of variance (ANOVA) to determine the difference in the strength of the pavers. The analysis of variance shows that there is no significant difference between the compressive strength of the treatments. The colour of the paver shows that the paver produced with river sand and un-grinded palm kernel shell is brighter and stronger than others, it is then recommended that T3 can be used in the production of pavers because it is strong and can also withstand environmental stress.

scholarly journals Assessment of Workability and Compressive Strength of Rice Husk Ash-Blended Palm Kernel Shell Concrete

2021 ◽  
Vol 7 (1) ◽  
Author(s):  
K. O. Oriola
Keyword(s):  
Compressive Strength ◽  
Rice Husk ◽  
Rice Husk Ash ◽  
Construction Materials ◽  
Palm Kernel ◽  
Lightweight Aggregate ◽  
Strength Properties ◽  
Lightweight Aggregate Concrete ◽  
Palm Kernel Shell ◽  
Compressive Strength Of Concrete

The evaluation of agro-industrial by-products as alternative construction materials is becoming more significant as the demand for environmentally friendly construction materials increases. In this study, the workability and compressive strength of concrete produced by combining Palm Kernel Shell (PKS) and Rice Husk Ash (RHA) was investigated. Concrete mixes using a fixed content of 15% RHA as replacement for cement and 20, 40, 60, 80 and 100% PKS as replacement for crushed granite by volume with the mix ratios of 1:1½:3, 1:2:4 and 1:3:6 were produced. The water-to-cement ratios of 0.5, 0.6 and 0.7 were used for the respective mix ratios. Concrete without PKS and RHA served as control mix. The fresh concrete workability was evaluated through slump test. The concrete hardened properties determined were the density and compressive strength. The results indicated that the workability and density of PKSC were lower than control concrete, and they decreased as the PKS content in each mix ratio was increased. The compressive strength of concrete at 90 days decreased from 27.8-13.1 N/mm2, 23.8-8.9 N/mm2and 20.6-7.6 for 1:1½:3, 1:2:4 and 1:3:6, respectively as the substitution level of PKS increased from 0-100%. However, the compressive strength of concrete increased with curing age and the gain in strength of concrete containing RHA and PKSC were higher than the control at the later age. The concrete containing 15% RHA with up to 40% PKS for 1:1½:3 and 20% PKS for 1:2:4 mix ratios satisfied the minimum strength requirements for structural lightweight aggregate concrete (SLWAC) stipulated by the relevant standards. It can be concluded that the addition of 15% RHA is effective in improving the strength properties of PKSC for eco-friendly SLWAC production..

scholarly journals Influence of Selected Curing Techniques on Compressive Strength of Concrete From Palm Kernel Shell Ash and Ordinary Portland Cement

2021 ◽  
Vol 4 (3) ◽  
Author(s):  
Oluwatosin Babatola
Keyword(s):  
Compressive Strength ◽  
Portland Cement ◽  
Ordinary Portland Cement ◽  
Palm Kernel ◽  
Maximum Size ◽  
Portland Cement Concrete ◽  
River Sand ◽  
Palm Kernel Shell ◽  
Crushed Aggregate ◽  
Compressive Strength Of Concrete

This paper discusses the findings of an experimental study on the effect of various curing procedures on the compressive strength of concrete produced by partially substituting portland cement with Palm Kernel Shell Ash (PKSA). Palm kernel shell ash was utilized in a 1:2:4 mix ratio as a partial substitute for ordinary Portland cement (OPC) at percentage levels of 0%, 10%, and 15%. River sand with particles passing a 4.75 mm BS sieve was used, as well as crushed aggregate with a maximum size of 20 mm, and palm kernel shell ash with particles passing a 212 μm sieve. The compressive strength of the test cubes (150 mm x 150 mm x 150 mm) was determined after 7, 28, and 56 days of curing. The results demonstrated that test cubes containing Palm kernel shell ash developed strength over a longer curing period than ordinary Portland cement concrete samples and that the strength changes depending on the amount of PKSA in the cube samples. The findings showed that at 28 days, test cubes with 5%, 10%, and 15% PKSA content in all curing procedures utilized obtained a greater compressive strength. Curing by immersion produced the highest compressive strength in all replacement level while the concrete cured by sprinkling and spraying gives a lower strength in all replacement leve

Comparative Effect of Grinded and Ungrinded Palm Kernel Shell on the Strength of Pavers

2021 ◽  
Author(s):  
Aluko, K.A ◽  
Elesho, R.O ◽  
Aderemi, A.M. ◽  
Adedipe, J.O. ◽  
Adewoye, A.A ◽  
...  
Keyword(s):  
Palm Kernel ◽  
Comparative Effect ◽  
Palm Kernel Shell

scholarly journals Effect of Water Cement Ratios on Compressive Strength of Palm Kernel Shell Concrete

2019 ◽  
Vol 2 (Issue 1) ◽  
Author(s):  
A.O Adeyemi ◽  
M.A Anifowose ◽  
I.O Amototo ◽  
S.A Adebara ◽  
M.Y Olawuyi
Keyword(s):  
Compressive Strength ◽  
Coarse Aggregate ◽  
Fresh Concrete ◽  
Palm Kernel ◽  
Hardened Concrete ◽  
Cement Ratio ◽  
Water Cement Ratio ◽  
Palm Kernel Shell ◽  
Compressive Strength Of Concrete ◽  
Palm Kernel Shells

This study examined the effect of varying water cement ratio on the compressive strength of concrete produced using palm kernel shell (PKS) as coarse aggregate at different replacement levels. The replacement levels of coarse aggregate with palm kernel shells (PKS) were 0%, 25%, 50%, and 100% respectively. PKS concrete cubes (144 specimens) of sizes 150mm x 150mm x 150mm were cast and cured in water for 7, 14, 21 and 28 days respectively. A mix ratio of 1:2:4 was adopted with water-cement ratio of 0.45, 0.5, and 0.6 respectively while the batching was done by weight. Slump test was conducted on fresh concrete while compressive strength test was carried out on the hardened concrete cubes using a compression testing machine of 2000kN capacity. The result of tests on fresh concrete shows that the slump height of 0.45 water cement ratio (w/c) increases with an increase in PKS%. This trend was similar to 0.50 and 0.60 w/c. However, the compressive strength of concrete cube decreases with an increase in w/c (from 0.45 to 0.60) but increases with respect to curing age and also decreases with increase in PKS%. Concrete with 0.45 water-cement ratio possess the highest compressive strength. It was observed that PKS is not a good substitute for coarse aggregate in mix ratio 1:2:4 for concrete productions. Hence, the study suggest the use of chemical admixture such as superplasticizer or calcium chloride in order to improve the strength of palm kernel shells-concrete.

scholarly journals Fuel and lubricant consumption in felling the young oak-hornbeam stands

2002 ◽  
pp. 59-66
Author(s):  
Vojislav Bajic ◽  
Milorad Danilovic
Keyword(s):  
Statistical Analysis ◽  
Analysis Of Variance ◽  
Unit Area ◽  
Function Form ◽  
Tree Diameter ◽  
Significant Difference ◽  
The Difference ◽  
Level Of Significance ◽  
Average Consumption

Based on the elements of statistical analysis on the dependence of fuel and lubricant consumption on tree diameter, it was assessed that with the increase of tree diameter, the fuel and lubricant consumption in the young oak and hornbeam stands decreases significantly, both in clear felling and in thinning and that the function form Y=exp(a+b x X?1) is the best description of the correlation The consumption of fuel compared to lubricant consumption is almost double, which agrees with the results of the previous studies. Average consumption of fuel and lubricant is 17.43 mL x tree?1, on the plots 20.27 mL x tree?1, average consumption of lubricant per tree on skid roads is 9.4 mL x tree?1, on the plots 11 mL x tree?1. The higher consumption of fuel and lubricant on the plots with selective thinning is the consequence of the longer time needed for the conversion per tree, compared to that in clear felling The consumption of fuel per unit area on the skid roads (clear felling) is 22.9 L x ha?1, on the plots (selective thinning) 7.6 L x ha?1. The consumption of lubricant on the skid roads is 13.3 L x ha?1, on the plots 4.29 L x ha?1. The higher consumption of fuel and lubricant per unit area on the skid roads is due to the difference in the number of trees per unit area Based on the results of the analysis of variance, it was found out that between fuel and lubricant consumption in selective thinning and in felling the trees along tractor skid roads there is no statistically significant difference at the level of significance of 95%. So, for practical purposes, the unique norms of consumption can be established for the stands similar to those in which the study was performed.

Oil Palm Clinker Potentility for Producing Lightweight Concrete: Compressive Strength, Tensile and Modulus of Elasticity Analysis

2016 ◽  
Vol 841 ◽  
pp. 200-209 ◽  
Author(s):  
Rezuwan Kamaruddin ◽  
Mohd Mustafa Al Bakri Abdullah ◽  
Muhammad Faheem Mohd Tahir ◽  
Januarti Jaya Ekaputri
Keyword(s):  
Compressive Strength ◽  
Oil Palm ◽  
Modulus Of Elasticity ◽  
Lightweight Concrete ◽  
Palm Kernel ◽  
Inert Material ◽  
Fibrous Materials ◽  
Boiler Furnace ◽  
Conventional Concrete ◽  
Palm Kernel Shell

Oil palm clinker is formed by burning of oil palm kernel shell and fibrous materials in boiler furnace. The clinker is no longer a bio-material that has changed to inert material likes the crushed brick. Large quantities oil palm clinkers have become a waste and caused disposal problem. It requires extra costs for handling, transportation and finding out suitable the dumping site. Research has been conducted to explore the potentiality usage of oil palm clinker as fine and coarse lightweight aggregates at Universiti Pertanian Malaysia. Mixtures of oil palm clinker concretes were designed, prepared and tested. Mechanical properties of a good mixture of tensile strength, compressive strength, modulus of elasticity, creep and shrinkage were satisfied the standard engineering codes of practices. Oil palm clicker concrete was found lighter than conventional concrete, which usually weighs between 2240 and 2400 kg m-3. The means of compressive and tensile strengths were found 30.79 and 3.34 N mm-2 respectively. In addition, the mean of modulus of elasticity was 13.024 kNmm-2. Therefore, oil palm clinker aggregate and concrete are recommended to be used in lightweight reinforced concrete structures.

scholarly journals An appropriate relationship between flexural strength and compressive strength of palm kernel shell concrete

2016 ◽  
Vol 55 (2) ◽  
pp. 1553-1562 ◽  
Author(s):  
Ibrahim Tunde Yusuf ◽  
Yinusa Alaro Jimoh ◽  
Wahab Adebayo Salami
Keyword(s):  
Compressive Strength ◽  
Flexural Strength ◽  
Palm Kernel ◽  
Palm Kernel Shell

Phamacokinetics (PK) Substudy of Rituximab in a Prospective Clinical Trial for Pediatric Chronic Immune Thrombocytopenic Purpura (cITP).

Blood ◽  
2005 ◽  
Vol 106 (11) ◽  
pp. 1243-1243 ◽  
Author(s):  
Carolyn M. Bennett ◽  
James B. Bussel ◽  
Brigitta U. Mueller ◽  
Thomas C. Abshire ◽  
Hadi Sawaf ◽  
...  
Keyword(s):  
Analysis Of Variance ◽  
Pediatric Patients ◽  
Compartment Model ◽  
Volume Of Distribution ◽  
Half Time ◽  
Age Cohorts ◽  
Elimination Half ◽  
Significant Difference ◽  
Older Subjects ◽  
The Difference

Abstract Rationale: Rituximab dosing in pediatric patients is derived from body surface area-based “standard” adult lymphoma regimens. PK data for rituximab in children are lacking. Methods: We evaluated serum rituximab levels in a subset of 36 children and adolescents with severe cITP treated on a prospective phase I/II study. Patients received four weekly infusions, 375mg/m2/dose. Trough and 30-minute, 24- and 48-hour (hr) post-infusion levels were obtained with doses 1 and 4, and 7 days after dose 1. PK parameters were obtained separately for each patient at the 1-wk and 4-wk infusions by fitting a two-compartment model. Two-factor analysis of variance was employed to compare parameters between younger (2–9 years) and older (10–18 years) subjects and between responders and non-responders at the two infusion times. Results: Fourteen patients had PK measurements at week 1 and eleven at week 4 (Table). The median initial volume of distribution (V1), for all patients, calculated by back-extrapolation to t0, approximated plasma volume, 53 mL/kg. Kinetics fit a two-component model, with relatively rapid initial half-time (exit) reflecting distribution out of plasma space, and equilibration representing slow return into the vascular pool. The drug elimination half-time was too slow to observe in these 7-day periods. Apparent half-time for initial redistribution from the plasma space was significantly longer for younger subjects at week 4 than at week 1 and than for older subjects at week 4 (Table). By comparison, in studies of 14 adults with lymphoma treated with rituximab at the same dosage regimen, the manufacturer reports mean serum half-time of 76 hrs (range, 31–153) at week 1 and 205 hrs (range, 84 – 407) at week 4. In this PK sub-study, we found no significant difference in kinetic parameters between the 5 responders (defined by sustained platelet count >50,000/mm3 at week 12) and 11 non-responders. Conclusion: In this small number of pediatric patients with cITP treated with 4 weekly infusions of rituximab, the half-time was longer for younger subjects at week 4 than week 1 and than for older subjects at week 4. Trough levels at week 4 do not represent steady state because the elimination half-time is long. The reason for the difference between the two age cohorts is not readily apparent, but we propose that the shorter exit half-time in younger patients at week 1 compared to week 4 corresponds to a higher number of initially accessible CD20 binding sites (B cells) in young children. PK parameters of rituximab distribution at weeks 1 and 4 Age (yr) Week 1 n Week4 n Median (min, max) Median (min, max) *Age x week interaction significant in two-way analysis of variance, p<0.015 V1 (mL/kg) All 53 (35–76) 14 54 (35–74) 11 2–9 54 (43–76) 7 62 (54–74) 4 10–18 52 (35–73) 7 49 (35–62) 7 Exit Half-time (hr) All 49 (16–83) 14 83 (25–193) 11 2–9 45 (31–55) 7 100 (83–193)* 4 10–18 57 (16–83) 7 57 (25–97) 7

Penggunaan Konsentrat Komersial (683) untuk Memacu Pertambahan Berat Badan Kambing Kacang yang Diberi Pakan Dasar Hijauan Campuran

2018 ◽  
Vol 3 (4) ◽  
Author(s):  
Januar Akmal Swanda ◽  
Didy Rachmadi ◽  
Asril Asril
Keyword(s):  
Weight Gain ◽  
Analysis Of Variance ◽  
Latin Square ◽  
Daily Weight Gain ◽  
Feed Consumption ◽  
Feed Conversion ◽  
Anova Analysis ◽  
Significant Difference ◽  
The Difference ◽  
Banda Aceh

Abstrak. Penggunaan konsentrat komersial (683) untuk memacu pertambahan berat badan kambing kacang yang diberi pakan dasar hijauan campuran telah dilakukan di Laboratorium Ilmu dan Teknologi Ternak Potong Program Studi Peternakan Fakultas Pertanian Universitas Syiah Kuala Banda Aceh. pada bulan Agustus sampai dengan Oktober 2017. Tujuan penelitian ini adalah untuk mengetahui pertambahan berat badan harian pada kambing kacang jantan yang diberikan kosentrat komersial (683) dan hijauan campuran. Rancangan yang digunakan dalam penelitian ini adalah Rancangan Bujur Sangkar Latin (RBSL) yaitu dengan menggunakan empat perlakuan dan empat periode (ulangan). Masing-masing perlakuan adalah pelakuan A (0% pellet 683) perlakuan B (20% pellet 683), perlakuan C (40% pellet 683), dan pelakuan D (60% pellet 683). Data penelitian yang diperoleh dianalisis menggunakan ANOVA (Analysis of Variance). Parameter yang diamati adalah : Pertambahan berat badan, Konsumsi pakan, Konversi pakan. Hasil penelitian menunjukkan perbedaan yang sangat nyata (P0.01) terhadap konsumsi ransum. Namun terjadi perbedaan yang tidak nyata (P0,05) pada parameter pertambahan berat badan dan efesiensi ransum. Use of Commercial Concentrates (683) to Stimulate Weight Loss of Goat kacang Provided with Basic Mixed Forage FeedAbstract. The use of commercial concentrate 683 to accelerate the growth of kacang goat fed with mixed forage has been conducted at the Laboratory of Technology and Livestock Production, the Faculty of Agriculture, Syiah Kuala University of Banda Aceh. from August to October 2017. The objective of this study was to determine the daily weight gain in kacang goat given commercial concentrate (683) and mixed green. The design used in this study was Latin Square Design (RBSL) wash four treatments and four periods (replication). The treatment ware A (0% pellet 683) B (20% pellet 683), C (40% pellet 683), and D (60% pellet 683). The data obtained were analyzed using ANOVA (Analysis of Variance). Parameters observed were: Weight gain, Feed consumption, Feed conversion. The results showed a significant difference on (P 0.01) to the consumption of rations. However, the difference was not significant (P 0.05) on the parameter of weight gain and ration efficiency. 

Materials-Based Occupation versus Imagery-Based Occupation versus Rote Exercise: A Replication and Extension

1993 ◽  
Vol 13 (3) ◽  
pp. 183-197 ◽  
Author(s):  
William P. DeKuiper ◽  
David L. Nelson ◽  
Bob E. White
Keyword(s):  
Motion Analysis ◽  
Analysis Of Variance ◽  
Occupational Therapists ◽  
Residential Facilities ◽  
The Other ◽  
Vertical Distance ◽  
Significant Difference ◽  
The Difference ◽  
Distance Variable

Historically, occupational therapists have embedded exercise within occupation to enhance performance. In a recent study Lang, Nelson, and Bush (1992) compared the effects of materials-based occupation (kicking a balloon), imagery-based occupation (imagining kicking a balloon), and rote exercise on the number of exercise repetitions performed. This study extends that study by measuring the vertical distance and speed of the movement by means of Motion Analysis, Inc. digitization of videotape, in addition to exercise repetitions. The subjects included 24 women and 4 men between 76 and 98 years of age residing in residential facilities. All of the subjects experienced the three conditions but in different orders. After a statistically significant analysis of variance across the three conditions (p<.001), the Tukey procedure determined that the materials-based occupation condition elicited significantly more repetitions than the other two conditions. The difference between the imagery-based occupation and rote exercise was not statistically significant. Analyses of variance indicated no significant difference between conditions for both the vertical distance variable ( p=.074) and the speed variable ( p=.61).

Sign in / Sign up

Export Citation Format

Share Document