Showing 721 - 740 results of 5,708 for search '"piling"', query time: 0.11s Refine Results
  1. 721
  2. 722

    Nonlinear p-y analysis of laterally loaded piles by Lau, Wei Hing.

    Published 2008
    “…This report sets out to solve the finite difference equations of the lateral pile problem using an optimisation program, the standard Solver, which resides in Microsoft Excel, and compares the results with a similar constrained optimisation method by Low and Teh (2001) together with the results of analyses by Lpile through ten cases studies and examples, employing eight p-y curves of cohesive and cohesionless soil for both non-layered and layered soil strata, with four pile head boundary conditions.…”
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    Thesis
  3. 723

    Lateral pressure on piles in ground undergoing horizontal movement by Ong, Chee Seng.

    Published 2008
    “…A total of 42 model tests were conducted. Both single pile and 2-pile tests were carried out under different sand densities, soil movement profile and surcharge load.…”
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    Thesis
  4. 724

    Reduction of downdrag on bored piles using plastic sheets by Chow, Shiao Huey.

    Published 2008
    “…This project investigated the use of plastic sheets as friction reducer for bored piles. The scope of work included laboratory interface shear resistance tests using direct shear apparatus, model pile pull-out tests, development of plastic sheet installation system for micropiles and bored piles, and lastly full-scale field tests.…”
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    Thesis
  5. 725

    Behaviour of laterally loaded piles near a slope by Choy, Amos Xian Hao

    Published 2020
    “…Hence, this paper provides a parametric study of soil and pile properties in order to gain a better understanding on the lateral pile capacity beside a slope. …”
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    Final Year Project (FYP)
  6. 726

    Numerical simulation of XCC pile penetration in undrained clay by Zhou, Hang, Liu, Hanlong, Yuan, Jingrong, Chu, Jian

    Published 2021
    Subjects: “…X-section Cast-in place Concrete Pile…”
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    Journal Article
  7. 727

    Finite element analysis of anchored sheet-pile wall by Wong, Kum Fai.

    Published 2009
    “…For anchored sheet pile walls, the classical method of determining depth of penetration can be done using limit equilibrium. …”
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    Final Year Project (FYP)
  8. 728

    Lateral responses of a model pile in biocemented sand by Xiao, Yang, Stuedlein, Armin W., He, Xiang, Han, Fei, Evans, T. Matthew, Pan, Zhengyu, Lin, Hai, Chu, Jian, van Paassen, Leon

    Published 2022
    “…The bending moment profiles along pile length were obtained from strain gauges collected during the pile load tests. …”
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    Journal Article
  9. 729

    Constrained optimization analysis and design of laterally loaded piles by Rahul Koshal Dubey

    Published 2009
    “…Finding an accurate solution to a laterally loaded pile problem is often of intense debate among academics specializing in the field of Civil Engineering. …”
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    Final Year Project (FYP)
  10. 730

    Design and analysis of piles subjected to negative skin friction by Tan, Chin Gee.

    Published 2009
    “…The design of pile foundations subjected to negative skin friction still remains controversial with regard to the maximum allowable working load. …”
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    Thesis
  11. 731

    Design of a single propped sheet pile walls by Wee, Joel Liang Shen.

    Published 2010
    “…This project aims to study the effects on the behavior of sheet pile walls in sand supported by a single strut. Comparative studies were made between both LEM and FEM analysis. …”
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    Final Year Project (FYP)
  12. 732

    Load settlement characteristics of a piled raft in sand by Chan, Junxiong.

    Published 2010
    “…A model test tank and a loading frame with jacking load were used for the test of model piled raft system. A total of 20 tests were conducted to study the load settlement characteristics of a piled raft foundation with the use of piles as settlement reducers. …”
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    Final Year Project (FYP)
  13. 733

    Load settlement characteristics of a piled raft in sand by Seet, Kelvin Chee Kiong.

    Published 2010
    “…Experimental results have shown that increasing the number of piles, lengthening the piles and increasing the pile spacing in a piled raft will lower its settlement. …”
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    Final Year Project (FYP)
  14. 734

    Effect of soil properties on the response of pile to underground explosion by Jayasinghe, Laddu Bhagya, Thambiratnam, David, Perera, Nimal J., Jayasooriya, Ruwan

    Published 2015
    “…Blast wave propagation in soils, horizontal pile deformations, and damages in the pile are presented. …”
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    Journal Article
  15. 735

    Blast induced ground shock effects on pile foundations by Jayasinghe, Laddu Bhagya, Thambiratnam, David P., Perera, Nimal J., Jayasooriya, J. H. A. R.

    Published 2015
    “…This paper evaluates the effects of a buried explosion on a pile foundation. It treats the dynamic response of the pile in saturated sand, using explicit dynamic nonlinear finite element software LS-DYNA. …”
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    Journal Article
  16. 736
  17. 737

    Numerical simulations of the reuse of piled raft foundations in clay by Sheil, B

    Published 2017
    “…The variables considered in the parametric study include the number of piles, pile spacing, pile length, and soil type. …”
    Journal article
  18. 738

    Interconnection of continuum and discrete models of dislocation pile-ups by Voskoboinikov, R, Chapman, S, Ockendon, J

    Published 2008
    “…A new asymptotic approach for analysing pile-ups of large numbers of dislocations is described. …”
    Conference item
  19. 739

    Characterization of pilE antisense RNA in Neisseria meningitidis by Tan, F

    Published 2016
    “…The AS RNA was found to encompass sequences antisense to the entire <em>pilE</em> coding sequence and 5' untranslated region, and extends to a promoter upstream of <em>pilE</em> that drives expression of a G4 small RNA that is important for pilin Av.…”
    Thesis
  20. 740

    ONE-DIMENSIONAL ANALYSIS OF SOIL PLUGS IN PIPE PILES by Randolph, M, Leong, E, Houlsby, G

    Published 1991
    “…Under static loading in compression, open-ended piles may fail in a plugged mode, with the soil plug moving with the pile, or in an unplugged mode, with shear failure occurring between the soil plug and the pile shaft. …”
    Journal article