Intrinsic roughness mitigation of pavements on expansive soils –an analytic investigation

Research output: Contribution to journalJournal articleResearchpeer-review

Abstract

Pavements resting on active clays are exposed to uneven heaving and shrinking of their bottom boundary. This paper investigated the inherent ability of pavements to mitigate such underlying (core) roughness. The problem is addressed and analyzed with an analytic model. It is found that the combined thicknesses of all inert pavement layers govern this smoothing feature. Core wavelengths that are much larger compared to the aforementioned thickness are essentially mirrored at the surface. Conversely, core wavelengths shorter than the system’s thickness are attenuated. The information included in this work can serve as an additional (and rational) decision basis for the design and evaluation of pavements on expansive soils.
Original languageEnglish
JournalInternational Journal of Pavement Research and Technology
Volume8
Issue number3
Pages (from-to)167-171
Number of pages5
DOIs
Publication statusPublished - 2015
Externally publishedYes

Keywords

  • Active clay
  • Elastic theory
  • Pavement design
  • Roughness
  • Subsurface deformation

Cite this

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title = "Intrinsic roughness mitigation of pavements on expansive soils –an analytic investigation",
abstract = "Pavements resting on active clays are exposed to uneven heaving and shrinking of their bottom boundary. This paper investigated the inherent ability of pavements to mitigate such underlying (core) roughness. The problem is addressed and analyzed with an analytic model. It is found that the combined thicknesses of all inert pavement layers govern this smoothing feature. Core wavelengths that are much larger compared to the aforementioned thickness are essentially mirrored at the surface. Conversely, core wavelengths shorter than the system’s thickness are attenuated. The information included in this work can serve as an additional (and rational) decision basis for the design and evaluation of pavements on expansive soils.",
keywords = "Active clay, Elastic theory, Pavement design, Roughness, Subsurface deformation",
author = "Eyal Levenberg",
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language = "English",
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Intrinsic roughness mitigation of pavements on expansive soils –an analytic investigation. / Levenberg, Eyal.

In: International Journal of Pavement Research and Technology, Vol. 8, No. 3, 2015, p. 167-171.

Research output: Contribution to journalJournal articleResearchpeer-review

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AU - Levenberg, Eyal

PY - 2015

Y1 - 2015

N2 - Pavements resting on active clays are exposed to uneven heaving and shrinking of their bottom boundary. This paper investigated the inherent ability of pavements to mitigate such underlying (core) roughness. The problem is addressed and analyzed with an analytic model. It is found that the combined thicknesses of all inert pavement layers govern this smoothing feature. Core wavelengths that are much larger compared to the aforementioned thickness are essentially mirrored at the surface. Conversely, core wavelengths shorter than the system’s thickness are attenuated. The information included in this work can serve as an additional (and rational) decision basis for the design and evaluation of pavements on expansive soils.

AB - Pavements resting on active clays are exposed to uneven heaving and shrinking of their bottom boundary. This paper investigated the inherent ability of pavements to mitigate such underlying (core) roughness. The problem is addressed and analyzed with an analytic model. It is found that the combined thicknesses of all inert pavement layers govern this smoothing feature. Core wavelengths that are much larger compared to the aforementioned thickness are essentially mirrored at the surface. Conversely, core wavelengths shorter than the system’s thickness are attenuated. The information included in this work can serve as an additional (and rational) decision basis for the design and evaluation of pavements on expansive soils.

KW - Active clay

KW - Elastic theory

KW - Pavement design

KW - Roughness

KW - Subsurface deformation

U2 - 10.6135/ijprt.org.tw/2015.8(3).167

DO - 10.6135/ijprt.org.tw/2015.8(3).167

M3 - Journal article

VL - 8

SP - 167

EP - 171

JO - International Journal of Pavement Research and Technology

JF - International Journal of Pavement Research and Technology

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ER -