Modelling and estimation of water infiltration into cracked asphalt pavement

Dan, Han-Cheng; Tan, Jiawei; Zhang, Zhi; Liu, He

doi:10.1080/14680629.2016.1182057

Cited by 14 publications

(6 citation statements)

References 18 publications

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“…Given that the linear regression models without the set intercept at 0 mm/hour gave negative yintercepts, this suggests that a more curved relationships could potentially be more appropriate, similar to the quadratic relationships proposed by Chen et al (2004) and Dan et al (2016) derived from their theoretical models, where the rate of infiltration rate growth increases after a certain crack width. The results of these studies are plotted approximately on Figure 5, by using the graph given by Chen et al (2004) and the equation given by Dan et al (2016) in their respective studies. From inspection of Figure 5, these models suggest significantly higher rates than those obtained in this study by field experiments.…”

Section: Discussionmentioning

confidence: 76%

“…As such, there were a number of factors which are considered to potentially effect the infiltration through pavement surfaces which were unfeasible to control or measure. Dan et al (2016) concluded that the infiltration rate is dependent on the pavement layer permeability and thicknesses, and Hou and Luo (2013) also concluded that the permeability of asphalt caps was influenced by the permeability of sediment which had built up within cracks. Infiltration through pavements is also considered to be affected by the properties of the soil underlying the surface (Redfern et al, 2016).…”

Section: Uncontrollable Factorsmentioning

confidence: 99%

“…In contrast to experimental studies, detailed hydrodynamic models have been proposed by Chen et al (2004), Hou and Luo (2013) and Dan et al (2016) directly relating infiltration to crack characteristics. Both Chen et al (2004) and Dan et al (2016) determined that a quadratic relationship exists between crack width and infiltration rates, however Hou and Luo (2013) found that the width of the crack, whilst increasing flow rates, had less influence than other factors. These theoretical studies did not validate their models against experimental data.…”

Section: Introductionmentioning

confidence: 99%

See 2 more Smart Citations

Infiltration capacity of cracked pavements

Salt

Kjeldsen

2019

Proceedings of the Institution of Civil Engineers - Water Manag

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Understanding the hydrological behaviour of urban surfaces is imperative in the design of surface water drainage systems and flood mitigation strategies, as well as for the modelling of groundwater recharge and pollution. This study has examined the hydrological behaviour of cracked impervious surfaces through field infiltration testing and image analysis of the cracks themselves. Infiltration tests were undertaken on a section of concrete slab pavers paving. The results showed that cracks in impervious surfaces allow significant volumes of water to infiltrate through them, with infiltration rates comparable to those found in sands and gravels. Using a regression model, infiltration rates were related directly to crack characteristics obtained from image processing software, thereby enabling the first published quantitative link between percentage cracked area and infiltration capacity. The implications of accounting for this infiltration for surface water management systems are estimated to be in the order of £20 million annually for the construction industry in England.

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Section: Discussionmentioning

confidence: 76%

Section: Uncontrollable Factorsmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

Infiltration capacity of cracked pavements

Salt

Kjeldsen

2019

Proceedings of the Institution of Civil Engineers - Water Manag

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“…In many areas, TPMs are also required to temporarily cover and sometimes replace existing permanent pavement markings to avoid potential lane confusion for drivers (3)(4)(5). Durability and ease of installation and removal are high priorities for TPM tapes because reapplication and intensive tape removal processes can significantly increase both material and labor costs, delay roadway reopenings, and damage roadway surfaces from grinding or milling (6)(7)(8)(9)(10).…”

mentioning

confidence: 99%

Assessing the Elastic Moduli of Pavement Marking Tapes using the Tape Drape Test

Rencheck

Gohl

Grennan

et al. 2021

Transportation Research Record: Journal of the Transportation R

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Temporary pavement marking (TPM) tape adhesion with roadway surfaces is critical for tape performance. The two main TPM performance issues both stem from the adhesive strength. Weak adhesion results in premature detachment and excessive adhesion requires extensive removal processes that often leave ghost markings, both of which can cause dangerous confusion in road construction zones. Tape adhesion is directly related to the elastic modulus [Formula: see text] of TPM tapes. Thus, accurate characterization of [Formula: see text] before tape installation is essential to fully understand and predict the adhesion performance and ultimately the durability of TPMs. To determine the most appropriate [Formula: see text] characterization technique for three different commercial TPM tape brands, two commonly used techniques—tensile and three-point bend testing—were compared with a less common technique, the Peirce cantilever testing or “Tape Drape Test” (ASTM D1388-18). The Tape Drape Test was the only method that accurately characterized [Formula: see text] of tapes with raised surface features. Measured [Formula: see text] values from tensile and three-point bend testing showed significant variation caused by the structural features of the tapes. The Tape Drape Test, which can be implemented quickly in the field before tape installation with little equipment, effectively characterized [Formula: see text] for all the tapes to inform tape adhesion performances and installation procedures.

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“…Проникненню води в дорожню конструкцію та, відповідно, підвищенню її вологості сприяє наявність тріщин в дорожньому покритті. У роботі [2] була запропонована модель для кількісного визначення водного балансу між поверхневими водами і дренажним шаром в дренажній конструкції для оцінки ступеня водопроникнення. Результати кількісного аналізу показали, що проникнення в дорожню конструкцію пропорційне ширині розкриття тріщини, довжині тріщини, товщині дренажного шару і водопроникності шарів дорожнього одягу; навпаки, проникнення в шари дорожнього одягу обернено пропорційне відстані між тріщинами, товщині поверхні і водопроникності дренажного шару.…”

unclassified

Визначення Оптимальної Дорожньої Конструкції З Поперечними Дренажами Мілкого Закладання

Slavinska¹,

Bubela²,

Bondarenko³

et al. 2020

RS Global - Web of Scholar

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Optimal engineering solutions are not always available in the design of road pavement, resulting in large losses in road construction. The justification of the optimal design should be based on an analysis of the range of natural conditions. An assessment of the range of technical and technological parameters determining the work of shallow drainage structures is carried out by means of a collective expert assessment carried out by means of questionnaires from leading experts in the sector. A target function has been defined for finding the most optimal design of shallow drainage under two groups of criteria: estimated cost and a set of technical and technological indicators, which are characterized by the efficiency of its operation. Of the eight proposed shallow drainage structures, the best engineering design was validated and recommended at the lowest estimated cost.

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Modelling and estimation of water infiltration into cracked asphalt pavement

Cited by 14 publications

References 18 publications

Infiltration capacity of cracked pavements

Infiltration capacity of cracked pavements

Assessing the Elastic Moduli of Pavement Marking Tapes using the Tape Drape Test

Визначення Оптимальної Дорожньої Конструкції З Поперечними Дренажами Мілкого Закладання

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