Search Results - "Saleh, Mofreh F."

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  1. 1

    Characterisation of Permanent Deformation Behaviour of Asphalt Mix Based on a Combined Elastic Plastic (CEP) Parameter by Roy-Chowdhury, Abhirup B., Saleh, Mofreh F., Moyers-Gonzalez, Miguel

    Published in Infrastructures (Basel) (01-12-2021)
    “…Permanent deformation or rutting is a major mode of failure in Hot Mix Asphalt (HMA) pavements. The binder used in the asphalt mixture plays an important role…”
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    Journal Article
  2. 2

    A statistical analysis of the effect of confining pressure on deformation characteristics of HMA mixtures in the modified wheel track testing by Roy-Chowdhury, Abhirup B., Saleh, Mofreh F., Moyers-Gonzalez, Miguel

    Published in Materials and structures (01-02-2023)
    “…Permanent deformation in the form of rutting is a critical mode of failure observed in flexible pavements. While several research have been conducted to…”
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    Journal Article
  3. 3

    Effect of rheology on the bitumen foamability and mechanical properties of foam bitumen stabilised mixes by Saleh, Mofreh F.

    “…The use of foamed-bitumen stabilization technique is growing steadfastly and it is gaining wide spread acceptance in many different countries. This technique…”
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    Journal Article
  4. 4

    New Zealand Experience with Foam Bitumen Stabilization by Saleh, Mofreh F.

    Published in Transportation research record (2004)
    “…Foamed bitumen stabilization is burgeoning steadfastly and internationally. Although it involves higher initial material costs than cement or lime…”
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    Journal Article
  5. 5

    Effect of Aggregate Gradation, Mineral Fillers, Bitumen Grade, and Source on Mechanical Properties of Foamed Bitumen-Stabilized Mixes by Saleh, Mofreh

    Published in Transportation research record (01-01-2006)
    “…With the rapid growth of traffic volumes and axle loads, the use of efficient and cost-effective stabilization methods is imperative. The use of foam bitumen…”
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    Journal Article
  6. 6

    Cost evaluation of foam bitumen and other stabilisation alternatives by Saleh, Mofreh F.

    “…As the demand for a cost efficient and environmental friendly pavement stabilisation method increases, so has foamed bitumen stabilisation for unbound granular…”
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    Journal Article
  7. 7

    Evaluation of Melter Slag as a Base Course Material by Byers, Craig C., Saleh, Mofreh F., Pidwerbesky, Bryan D.

    “…The demand for quality natural aggregates for use in pavement construction is approaching a critical state in some parts of New Zealand and other countries…”
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    Journal Article
  8. 8

    Mechanistic Roughness Model Based on Vehicle-Pavement Interaction by Saleh, Mofreh F., Mamlouk, Michael S., Owusu-Antwi, Emmanuel B.

    Published in Transportation research record (2000)
    “…A mechanistic roughness performance model that takes into account vehicle dynamics was developed for use in flexible pavement design and evaluation. The model…”
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    Journal Article Conference Proceeding
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    Effect of Aggregate Gradation, Mineral Fillers, Bitumen Grade, and Source on Mechanical Properties of Foamed Bitumen–Stabilized Mixes by Saleh, Mofreh F.

    Published in Transportation research record (01-01-2006)
    “…With the rapid growth of traffic volumes and axle loads, the use of efficient and cost-effective stabilization methods is imperative. The use of foam bitumen…”
    Get full text
    Journal Article
  12. 12
  13. 13

    Three-Dimensional Nonlinear Finite Element Model for Simulating Pavement Response: Study at Canterbury Accelerated Pavement Testing Indoor Facility, New Zealand by Saleh, Mofreh F., Steven, Bruce, Alabaster, David

    Published in Transportation research record (2003)
    “…A three-dimensional nonlinear finite element model (3D-FEM) was developed as part of a study of the effect of increasing axle load and tire pressure on…”
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    Journal Article
  14. 14

    Calibration of a Pavement Roughness Model Based on Finite Element Simulation by Saleh, Mofreh F., Mamlouk, Michael S.

    “…In this paper calibration and verification of a roughness performance model of flexible pavements, which was previously developed, are conducted. One hundred…”
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    Journal Article