Showing 1 - 20 results of 75 for search '"piling"', query time: 0.07s Refine Results
  1. 1

    Modeling of passive piles - an overview by Kok, Sien Ti, Kim Huat, Bujang, Noorzaie, Jamaloddin, Jaafar, Mohd Saleh, Gue, See Sew

    Published 2009
    “…Piles subjected to lateral loading from the moving soils is known as passive piles. …”
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    Article
  2. 2

    Numerical modeling of laterally loaded piles by Kok, Sien Ti, Kim Huat, Bujang

    Published 2008
    “…Design of laterally loaded piles due to soil movement relies on a number of theoretical and numerical approaches. …”
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    Article
  3. 3

    Pile instrumentation using retrievable sensors by Ali, Faisal, Kim Huat, Bujang, Lee, Sieng Kai

    Published 2008
    “…Strain gauges are normally used to monitor the shortening or compression of pile during static pile load test. For concrete spun pile, the technique used either by incorporating high temperature-resistant strain gauges into the heat-cured production process of the spun piles or by installing an instrumented steel pipe into the hollow core of the spun piles followed by cement grout infilling. …”
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    Article
  4. 4

    A Contribution to the Design of a Piled Embankment by Kim Huat, Bujang, Ali, Faisal

    Published 1993
    “…The idea is to transfer most of the applied load on to a grid of piles, and for reasons of economy, the piles should be spaced as widely as possible and capped individually rather than by a continuous slab. …”
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    Article
  5. 5

    Analysis and design of passive pile in open excavation by Kok, Sien Ti

    Published 2010
    Subjects: “…Piling (Civil engineering) - Design and construction…”
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    Thesis
  6. 6
  7. 7

    A local scour prediction method for pile caps in complex piers by Amini, Seyed Ata, Mohammed, Thamer Ahmed, Abdul Aziz, Azlan, Ghazali, Abdul Halim, Kim Huat, Bujang

    Published 2011
    “…The main variables investigated were pile cap dimensions and location relative to the streambed. …”
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    Article
  8. 8

    Local scour at piled bridge piers including an examination of the superposition method by Amini, Ata, Melville, Bruce William, Mohamed Ali, Thamer Ahmad

    Published 2014
    “…Five complex piers, comprising different configurations of piles, pile cap, and column, were tested in a laboratory flume using uniform bed material. …”
    Article
  9. 9

    The Determination of Pile Capacity Using Artificial Neural-net: An Optimization Approach by Ab. Malik, Rosely, Jamil S., Mohamed

    Published 2001
    “…From standard static formula for bearing capacity of a single pile foundation, an algorithm using a reliability approach for the determination of service load was developed. …”
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    Article
  10. 10

    Experimental study of impact loading effect on bridge substructures including piles by Abdul Malek, Muhamad Aziman, Muhammad Rashid, Raizal Saifulnaz, Shukri, Ahmad Azim, El-Zeadani, Mohamed

    Published 2021
    “…One of the main reasons of bridge substructure’s collapse is due to vehicular collision to its support, specifically columns, and as of now, there is a lack of understanding on the inter-relation between columns and piles when subjected to impact load. As such, the major purpose of this investigation was to study the behaviour of concrete columns under vehicular collision (impact load) and assess the stresses distributed to piles due to collision. …”
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    Article
  11. 11

    The Development of an Algorithm to Determine Axial Capacity of Piles from SPT N-Values by Ambrose, Jasmin

    Published 2000
    “…An algorithm was developed to determine axial capacity of piles in sand and clay. The standard static formulae to determine pile mcapacity in clay were selected (a-API, A, SEMP and RAND) and the calculated capacities were calibrated using measured results to produce prediction formulae. …”
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    Thesis
  12. 12

    Structural behavior of piles under vehicular collision load on bridge substructure – a case study by Soh, Wei Siang, Rashid, Raizal S.M., Amran, Mugahed, Alengaram, U. Johnson

    Published 2022
    “…A half-length bridge deck with two piers was supported at the bottom edge. Pile caps and piles were embedded into rectangular soil. …”
    Article
  13. 13

    Performance of chemically treated natural fibres and lime in soft soil for the utilisation as pile-supported earth platform by Anggraini, Vivi, Asadi, Afshin, Huat, Bujang Kim, Nahazanan, Haslinda

    Published 2015
    “…The differential settlement at the elevation of the pile head is significantly reduced by up to 100 %. …”
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    Article
  14. 14

    Application of Iterative Technique (IT) Using SPT N-Values and Correlations for Analysis of Tip and Shaft Capacity for an Axially Loaded Pile in Sand by Ab. Malik, Rosely, Ambrose, Jasmin

    Published 2000
    “…This is a theoretical method on how to analyze the axial capacity (tip and shaft) of a single pile using iterative technique on SPT-N values and SPT-N correlation. …”
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    Article
  15. 15

    Foundation and embankment construction in peat: an overview by Ibrahim, Aminu, Kim Huat, Bujang, Asadi, Afshin, Nahazanan, Haslinda

    Published 2014
    “…On the other hand, peat left in place entails all the constructions that are undertaken directly on peat deposit in order to avoid bulk earthworks and the methods under this aspect have been categorized into methods of accelerating consolidation, ground improvement techniques to reduce deformation, load modification, stabilization and piling methods. All the techniques under these methods have been explained fully. …”
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    Article
  16. 16

    Biotechnological interventions in food waste treatment for obtaining valuea‘added compounds to combat pollution by Sreekala, Aparna Ganapathy Vilasam, Ismail, Muhammad Heikal, Nathan, Vinod Kumar

    Published 2022
    “…Over the last few decades, the globe is facing tremendous effects due to the unnecessary piling of municipal solid waste among which food waste holds a greater portion. …”
    Article
  17. 17

    Geotechnical modeling of fractures and cavities that are associated with geotechnical engineering problems in Kuala Lumpur limestone, Malaysia. by Mansor, Shattri, Mahmud, Ahmad Rodzi, Kim Huat, Bujang, Ismail, Samy

    Published 2011
    “…These fractures often show higher probability of piling and constructions problems. The faults are tensional, low lying, and wrench of length 10–20km. …”
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    Article
  18. 18

    Topographic openness algorithm for characterizing geologic fractures of Kuala Lumpur limestone bedrock using DEM. by Ismail , Samy, Mansor, Shattri, Kim Huat, Bujang, Rodsi , Ahmed

    Published 2010
    “…Understanding the causes of unpredictable piling problems can point to considerable solutions and suggest new methods on the characterizing of the landform and geotechnical engineering problems. …”
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    Article
  19. 19

    Antioxidant and antimicrobial activity of Rhizophora apiculata Blume and Rhizophora mucronata Lam by Tukimin, Tuhaila

    Published 2016
    “…Mangroves have many important roles from coastal protection, as a medicinal plant, conservation of biodiversity to industrial products; such as firewood, charcoal and pole piling. Rhizophora apiculata and Rhizophora mucronata are the most common species used in these industries. …”
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    Thesis
  20. 20

    Physical Modeling on Local Scour at Complex Piers by Amini, Seyed Ata

    Published 2009
    “…In addition, in the experiments on pile group, the pile spacing, arrangement and submergence ratio were examined. …”
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    Thesis