The study on used of tropical wood sawdust as a replacement fine aggregates in concrete mix

The amount of wastage produced in the construction industry is increases. The revolution making alterations to conventional concrete had been introduced. Industrial wastage such as fly ash, sawdust, and sludge are often used to replace material in the concrete mix, by that, the value of sustainability increase. Reusing waste materials can reduce renewable and non-renewable resources such as sand and water. This study emphasis the mechanical properties of the lightweight concrete regarding the replacement of material, sawdust into the concrete mix by 0% (control sample), 10%, 20% and 40% for grade 30 N/mm2. The objectives for this study are to determine the mechanical behavior of concrete mix with partial replacement of recycled fine aggregates, to determine the concrete properties consolidating recycled tropical wood sawdust, and to identify the optimum percentage partial replacement of recycled tropical wood sawdust in the concrete mix. For fresh concrete, slump test were performed to determine the workability of the concrete while for hardened concrete tests were compressive strength test, water absorption test and density test. The tests were carried out at the age of 7 days and 28 days. The result shown that 10% of sawdust replacement in the concrete mix recorded the highest amount of compressive strength, lowest water absorption and highest density compared to the control sample

Properties of Cement Brick Containing Expanded Polystyrene Beads (EPS) And Palm Oil Fuel Ash (POFA)

This paper assesses the mechanical properties of cement brick containing Expanded Polystyrene Beads (EPS) and Palm Oil Fuel Ash (POFA) as partial replacement of sand and Ordinary Portland Cement (OPC). The aim of this research are to determine the mechanical properties of brick containing EPS and POFA as partial replacement of sand and OPC. The dosage for EPS replacement is 20%, 30%, 40% and 50% EPS whereas 5%, 10%, 15%, 20% and 25% of POFA replacement. The mechanical properties of the bricks are density, compressive strength and water absorption. The bricks with 30%, 40% and 50% EPS replacement have density below 1680 kg/m3 which considered as lightweight brick. The brick with 50% EPS replacement recorded lowest density which is 1328 kg/m3 while 1629 kg/m3 for the brick with  25% POFA replacement at 56-days of curing. The water absorption testing for these brick are between 7.20%-18.19%. Brick with 0% POFA and 50% EPS replacement has the lowest water absorption properties whereas brick with 25% POFA and 0% EPS replacement has the highest water absorption properties

Sound absorption of lightweight brick containing expanded polystyrene beads and palm oil fuel ash

Bricks are considered as important and strongest materials being used over the years. Commonly, bricks are made of clay mineral and usually used in construction of building wall. The purpose of this study is to assess the effectiveness of palm oil fuel ash (POFA) and expanded polystyrene beads (EPS) as a brick and its suitability as sound absorption material. POFA is used as partial replacement of cement while EPS as partial replacement of sand in the mortar mixture. Various percentages of EPS and POFA have been used which include 0%, 20%, 30%, 40% and 50% as sand replacement and from 0%, 5%, 10%, 15%, 20% and 25% as cement replacement respectively. Sound absorption tests were conducted using impedance tube. From this study, it has been identified that for sound absorption test, lowest result recorded is at maximum 25% POFA replacement with 50% EPS replacement with 0.011 sound absorption coefficient at frequency of 3500 Hz. The best sound absorption coefficient recorded is 0.998 at frequency of 250 Hz for sample with 0% EPS and 20% POFA replacement. It can be recognized that the brick produced have the excellent sound absorption

HER2-enriched subtype and novel molecular subgroups drive aromatase inhibitor resistance and an increased risk of relapse in early ER+/HER2+ breast cancer

BACKGROUND: Oestrogen receptor positive/ human epidermal growth factor receptor positive (ER+/HER2+) breast cancers (BCs) are less responsive to endocrine therapy than ER+/HER2- tumours. Mechanisms underpinning the differential behaviour of ER+HER2+ tumours are poorly characterised. Our aim was to identify biomarkers of response to 2 weeks’ presurgical AI treatment in ER+/HER2+ BCs. METHODS: All available ER+/HER2+ BC baseline tumours (n=342) in the POETIC trial were gene expression profiled using BC360™ (NanoString) covering intrinsic subtypes and 46 key biological signatures. Early response to AI was assessed by changes in Ki67 expression and residual Ki67 at 2 weeks (Ki672wk). Time-To-Recurrence (TTR) was estimated using Kaplan-Meier methods and Cox models adjusted for standard clinicopathological variables. New molecular subgroups (MS) were identified using consensus clustering. FINDINGS: HER2-enriched (HER2-E) subtype BCs (44.7% of the total) showed poorer Ki67 response and higher Ki672wk (p<0.0001) than non-HER2-E BCs. High expression of ERBB2 expression, homologous recombination deficiency (HRD) and TP53 mutational score were associated with poor response and immune-related signatures with High Ki672wk. Five new MS that were associated with differential response to AI were identified. HER2-E had significantly poorer TTR compared to Luminal BCs (HR 2.55, 95% CI 1.14–5.69; p=0.0222). The new MS were independent predictors of TTR, adding significant value beyond intrinsic subtypes. INTERPRETATION: Our results show HER2-E as a standardised biomarker associated with poor response to AI and worse outcome in ER+/HER2+. HRD, TP53 mutational score and immune-tumour tolerance are predictive biomarkers for poor response to AI. Lastly, novel MS identify additional non-HER2-E tumours not responding to AI with an increased risk of relapse

Antecedents of entrepreneurial intention with specific reference to cyber entrepreneurship in Delhi/NCR

The study aims to examine key drivers of entrepreneurial intention, with specific reference to cyber entrepreneurship. Understanding the key drivers and intention of cyber entrepreneurs has become a central issue in academic and public policy debate. Research is descriptive and causal in nature. A total of 817 students in the final year of management studies program, from management institutes in Delhi/NCR, were surveyed through a self-designed questionnaire. We have employed SPSS and AMOS to analyse the data using exploratory factor analysis and confirmed factor analysis. results of this research signify that all the independent variables such as attitude to entrepreneurship (ATE), entrepreneurship education (EE), perceived structural support (PSS), role of IT (RIT), cyber entrepreneurship intention, cyber entrepreneurial motivation factors and personality traits (PT), emerged as key factors of cyber entrepreneurship. This study offers theoretical exploration and practical research on the determinants of students’ cybernetic entrepreneurship intention

Properties of cement brick containing expanded polystyrene beads (EPS) and palm oil fuel ash (POFA)

This paper assesses the mechanical properties of cement brick containing Expanded Polystyrene Beads (EPS) and Palm Oil Fuel Ash (POFA) as partial replacement of sand and Ordinary Portland Cement (OPC). The aim of this research are to determine the mechanical properties of brick containing EPS and POFA as partial replacement of sand and OPC. The dosage for EPS replacement is 20%, 30%, 40% and 50% EPS whereas 5%, 10%, 15%, 20% and 25% of POFA replacement. The mechanical properties of the bricks are density, compressive strength and water absorption. The bricks with 30%, 40% and 50% EPS replacement have density below 1680 kg/m3 which considered as lightweight brick. The brick with 50% EPS replacement recorded lowest density which is 1328 kg/m3 while 1629 kg/m3 for the brick with 25% POFA replacement at 56-days of curing. The water absorption testing for these brick are between 7.20%-18.19%. Brick with 0% POFA and 50% EPS replacement has the lowest water absorption properties whereas brick with 25% POFA and 0% EPS replacement has the highest water absorption properties