Showing 161 - 180 results of 288 for search '(((spinale OR (spinge OR spink)) OR fine) OR ((spine OR ssssspinga) OR ming))', query time: 0.07s Refine Results
  1. 161

    Analysis re-entrant honeycomb auxetic structure for Lumbar vertebrae using finite element analysis by Zulkefli, Ai’man A’siqin, Mazlan, Muhammad Hazli, Takano, Hiromitsu, Abdullah, Abdul Halim, Jalil, Muhammad Hilmi, Mazlan, Mohammad Azeeb

    Published 2024
    “…Lumbar spinal fusion is a frequent surgical solution among people who are experiencing severe persistent lower back pain. …”
    Get full text
    Article
  2. 162
  3. 163
  4. 164
  5. 165

    Physico-mechanical properties of polymer concrete containing micro-filler of palm oil fuel ash by A. Khalid, Nur Hafizah, Ismail, Mohammad, Mohd. Sam, Abd Rahman, Mohamed, Azman, A. Ismail, Mohamed, Jamellodin, Zalipah, Salleh, Norhafizah, A. Hamid, Noor Azlina, A. Majid, Masni

    Published 2018
    “…Objective of this study is to present a research conducted on ground (fine) and unground (coarse) POFA in polymer concrete (PC) followed by determination on the physico-mechanical properties of PC. …”
    Article
  6. 166

    Influence of mesh sizes and orientations on expanded aluminium sheets on tensile performances by Nik Ismail, N A, Roslan, M N, Ismail, A E, El Bakri, H M

    Published 2022
    “…According to the results of the experiment, specimens with fine mesh have higher tensile stress, which is 44.90 MPa for fine mesh specimens with a 30° orientation, compared to medium and coarse mesh sizes, which have the lowest strength, which is 7.06 MPa for coarse mesh specimens with a 60° orientation. …”
    Get full text
    Conference or Workshop Item
  7. 167

    The Exploration of the Characteristics of Concrete Incorporating Ultrafine Coal Bottom Ash and Spent Garnet by Wan Chik, Wan Muhammad Eddie Khusyairi, Mokhatar, Shahrul Niza, Othman, Nor Hazurina, AAlbshir Budiea, Ahmed Mokhtar, Muthusamy, Khairunisa

    Published 2024
    “…Two such materials, ultrafine coal bottom ash (uCBA) and spent garnet (SG), have shown potential as substitutes for cement and fine aggregate, respectively. This research examines the effectiveness of uCBA as a partial replacement for cement and SG as a partial replacement for fine aggregate in concrete, at varying levels of 3%, 6%, and 9% for uCBA and 10%, 20%, and 30% for SG. …”
    Get full text
    Article
  8. 168

    The Exploration of the Characteristics of Concrete Incorporating Ultrafine Coal Bottom Ash and Spent Garnet by Wan Chik, Wan Muhammad Eddie Khusyairi, Mokhatar, Shahrul Niza, Othman, Nor Hazurina, Albshir Budiea, Ahmed Mokhtar, Muthusamy, Khairunisa

    Published 2024
    “…Two such materials, ultrafine coal bottom ash (uCBA) and spent garnet (SG), have shown potential as substitutes for cement and fine aggregate, respectively. This research examines the effectiveness of uCBA as a partial replacement for cement and SG as a partial replacement for fine aggregate in concrete, at varying levels of 3%, 6%, and 9% for uCBA and 10%, 20%, and 30% for SG. …”
    Get full text
    Article
  9. 169
  10. 170

    Alternative sweetener from curculigo fruits by Jalaluddin, Hazwan, Karim, Izz Qayyum, Mohammad Nor, Nurhanani, Senin, Zulkifli

    Published 2020
    “…Finally, the dried fruits were blended in order to get a fine powder. Curculin is a sweet protein with a taste-modifying activity of converting sourness to sweetness. …”
    Get full text
    Book Section
  11. 171

    Effect of river indus sand on concrete tensile strength by Lakhiar, Muhammad Tahir, Mohamad, Noridah, Shaikh, Muhammad Abu Bakar, Ahmed Vighio, Anees, Ahmed Jhatial, Ashfaque, Abdul Samad, Abdul Aziz

    Published 2018
    “…In the development of Pakistan construction industry, the utilization of River Indus sand in concrete as fine aggregate has expanded tremendously. The aim of this research is to study the effect of Indus River sand on the tensile strength of various grades of concrete when it is utilized as fine aggregate. …”
    Get full text
    Article
  12. 172
  13. 173
  14. 174

    Optimizing Sustainable Concrete Strength With Laminated Waste Glass (Lwg): Insights From Waterto-Cement Ratios And Slump Values (0.35-0.5) by Mohd Roslan, Muhammad Lutfi Fitri, Mohd Zuki, Sharifah Salwa, Shahidan, Shahiron, Mohammad Azmi, Mohamad Azim

    Published 2024
    “…This study investigates the use of laminated waste glass (LWG) as a fine aggregate in concrete, with a focus on optimizing strength and workability through variation in water-to-cement (w/c) ratios. …”
    Get full text
    Article
  15. 175
  16. 176
  17. 177

    Investigation on Mechanical Strengths and Carbon Foot Print of Modified Foamed Concrete by Koh Heng Boon, Koh Heng Boon, Zainorizuan Mohd Jaini, Zainorizuan Mohd Jaini, Tan Tee How, Tan Tee How

    Published 2023
    “…Although incorporation of POFA in the foamed concrete containing RHA fine aggregate gained lower mechanical strengths compared to the use of FA, the minimum compressive strength is still can be attained. …”
    Get full text
    Article
  18. 178

    Investigation on Mechanical Strengths and Carbon Foot Print of Modified Foamed Concrete by Koh Heng Boon, Koh Heng Boon, Zainorizuan Mohd Jaini, Zainorizuan Mohd Jaini, Tan Tee How, Tan Tee How

    Published 2023
    “…Although incorporation of POFA in the foamed concrete containing RHA fine aggregate gained lower mechanical strengths compared to the use of FA, the minimum compressive strength is still can be attained. …”
    Get full text
    Article
  19. 179

    Investigation on Mechanical Strengths and Carbon Foot Print of Modified Foamed Concrete by Koh Heng Boon, Koh Heng Boon, Mohd Jaini, Zainorizuan, Tan Tee How, Tan Tee How

    Published 2023
    “…Although incorporation of POFA in the foamed concrete containing RHA fine aggregate gained lower mechanical strengths compared to the use of FA, the minimum compressive strength is still can be attained. …”
    Get full text
    Article
  20. 180

    The grading effect of coarse sand on consolidated undrained strength behaviour of sand matrix soils by Othman, Bakhtiar Affandy, Marto, Aminaton, Mohd Yunus, Nor Zurairahetty, Tan, Choy Soon, Pakir, Faizal

    Published 2019
    “…Coarse sand (retain within 2.0 mm to 0.6 mm) was mixed with 0%, 10 %, 20%, 30%, and 40% of fine particles (kaolin) independently by weight to prepare reconstituted samples. …”
    Article