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Journal articles on the topic 'Runoff Drainage for Flexible Pavement'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

Aqeel, Sh. Al-Adili* Rasha H. Abdul-Amir Osamah H. Chfat. "EXPERIMENTAL STUDY OF RUNOFF DRAINAGE FOR FLEXIBLE PAVEMENT." Global Journal of Engineering Science and Research Management 4, no. 10 (2017): 68–87. https://doi.org/10.5281/zenodo.1034490.

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Good water drainage is one of the most important things to consider when designing highway. Inadequate drainage facilities can lead to premature deterioration of the pavement and the development of adverse safety conditions such as cracks and rut. It is common, therefore, for a sizable portion of highway construction budgets to be devoted to drainage facilities. In essence, the general function of a highway drainage system is to remove rain water from the road and the highway right-of-way. This paper presents a study of the vertical drainage properties and the deterioration trends in water see

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Al-adili, Aqeel, Rasha Abdulamir, and Hawra Abbas. "Drainage investigation of surface runoff for highway pavement." MATEC Web of Conferences 162 (2018): 01036. http://dx.doi.org/10.1051/matecconf/201816201036.

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The aim of this study is to establish the effect of heavy rainfall and the chosen pavement layers on the drainage design, material selection and rutting resistance of the flexible pavement. The test in present study was started with wheel track passing without load and without rain falling on the pavement for a period of time, and it was noticed that no distress appeared on the surface of the pavement. Then, the load is gradually added by using wheel track load of 106 psi for five tests without rain falling and five other tests with gradually increasing rain fall duration and intensity. Deteri

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3

Al-Adili, Aqeel, Al-Rubaee Rasha H.A., and Chfat Osamah H. "Response of Permeable Pavement under Wheel Truck to Rainfall Runoff and its Effects (Laboratory Model)." E3S Web of Conferences 427 (2023): 03011. http://dx.doi.org/10.1051/e3sconf/202342703011.

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Good water drainage from different sources is one of the most important factors that must be considered when designing subways and highways. The research aims to study and analyze the effect of heavy, medium, and low rainfall, select suitable materials to drain rainwater from the surface and vertical drains, and evaluate the rutting that appeared on the compacted surface asphalt layer. The methodology of this research includes the laboratory model (prototype model). A laboratory model consisting of typical structure layers of flexible pavement was used in this research with a 2% slope for degr

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Chen, Wang, Mulian Zheng, Qian Gao, Chaoxian Deng, Yue Ma, and Guoqiang Ji. "Simulation of surface runoff control effect by permeable pavement." Water Science and Technology 83, no. 4 (2021): 948–60. http://dx.doi.org/10.2166/wst.2021.027.

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Abstract Permeable pavement (PP) can be used to decrease urban surface runoff. However, few studies have been conducted to explore the runoff reduction effect of various structures of PP in the carriageway. In this study, several structures of PP used in the carriageway of sponge cities in China were investigated and divided into three types: surface drainage, base course storage and drainage, and fully permeable. Then, the runoff models were developed by Storm Water Management Model to simulate the effect of the three types under various rainfall recurrence periods. Results show that rainfall

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Suripin, Suripin, Sachro Sri Sangkawati, Samto Atmojo Pranoto, Edhisono Sutarto, Budieny Hary, and Kurniani Dwi. "Reducing Stormwater Runoff from Parking Lot with Permeable Pavement." E3S Web of Conferences 73 (2018): 05016. http://dx.doi.org/10.1051/e3sconf/20187305016.

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Increased urbanization has an impact on increased impervious surface, consequently the urban drainage system becomes gradually overloaded, with frequent spills and inundate urban areas. Upgrade or re-design the existing drainage system is not an effective solution because it does not address the source of the problem. It is necessary strategies for urbanization reduction of storm-water runoff. These strategies are aimed to reduce storm-water runoff mainly through water infiltration. One of the strategies is to develop permeable pavement. This study is aimed to test the capacity of permeable pa

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Xiao, Wang, Chen Hui, Ni Dong, and Zhao Jing. "Study on hydrodynamic characteristics and influence factors of asphalt pavement runoff." Water Science and Technology 84, no. 12 (2021): 3928–40. http://dx.doi.org/10.2166/wst.2021.486.

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Abstract A hydrodynamic model is developed for rainfall–runoff on asphalt pavement using two-dimensional shallow water equations. A simple yet precise expression is presented to compute flow velocity in order to alleviate the problems associated with numerical instabilities due to small water depths of thin sheet flow. The developed model performed well against measured data and numerical results in two segments. Then, the model was applied to study the influence of highway horizontal alignment, drainage manner, rainfall pattern, surface roughness and geometric parameters on pavement runoff. T

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Ghavami, Masoud Seyed Mohammad, Maryam Sadat Hosseini, Pablo D. Zavattieri, and John E. Haddock. "Flexible pavement drainage system effectiveness." Construction and Building Materials 218 (September 2019): 99–107. http://dx.doi.org/10.1016/j.conbuildmat.2019.05.088.

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8

Hussein, Safa Ali, Zainab Al-Khafaji, Thair Alfatlawi, and Abdul-Kareem N. Abbood. "Assessment of Surface and Subsurface Drainage from Permeable Friction Course (As a Sustainable Pavement) under Different Geometric and Hydrologic Conditions." Iraqi Geological Journal 55, no. 2A (2022): 196–207. http://dx.doi.org/10.46717/igj.55.2a.14ms-2022-07-30.

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The permeable pavement seems to be an established stormwater management solution that may be utilized in parking and low-traffic areas. These pavements can reduce the amount of runoff that reduces the environmental impact compared with a traditional drainage system. Traditional drainage systems, which carry stormwater runoff quickly to a stream by piped systems, cause increases in runoff volume, peak flow, and pollutants are taken to rivers. This paper tests permeable asphalt pavement in a purpose-designed laboratory apparatus. To understand the hydraulic flow conditions and the runoff perform

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9

Geng, Yanfen, Huanyun Zhou, Xiaojing Gong, Yaolu Ma, and Xianhua Chen. "Evaluation of Pavement Runoff and Driving Safety on Highway Curve Segment." Baltic Journal of Road and Bridge Engineering 16, no. 4 (2021): 176–91. http://dx.doi.org/10.7250/bjrbe.2021-16.544.

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Runoff depth distribution on the concave and circular curve sections is obtained from a two-dimensional numerical simulating model in order to analyze the temporal and spatial variation of the pavement runoff on the curve section. The two-dimensional model verified by the field data can depict the alignment of pavement more accurately as compared to the empirical equation and a one-dimensional model. The runoff on the concave section and circular curve section is compared for the free water drainage and centerline drainage. Results show that a two-dimensional model is essential for the analysi

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Wang, Zhenlong, Xiao Wang, Dong Ni, and She-gang Shao. "Advances of asphalt pavement runoff models." Journal of Physics: Conference Series 2458, no. 1 (2023): 012038. http://dx.doi.org/10.1088/1742-6596/2458/1/012038.

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Abstract It is of great significance to study the formation mechanism of pavement runoff for pavement drainage optimization and traffic safety. Based on the research achievements of pavement runoff at home and abroad, this paper summarizes the existing runoff models into three types: empirical model, theoretical model and hydrodynamic model, and the theories and methods of the above models are introduced and analyzed in detail. The hydrodynamic model allows for the pavement attributes and achieves a dynamic simulation of runoff hydraulic parameters. It effectively overcomes the disadvantages o

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Li, Zhe, Yuanbo Cao, Jiupeng Zhang, and Wolong Liu. "Urban rainfall characteristics and permeable pavement structure optimization for sponge road in North China." Water Science and Technology 83, no. 8 (2021): 1932–45. http://dx.doi.org/10.2166/wst.2021.091.

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Abstract Permeable asphalt pavement types are generally selected according to local traffic volume and rainfall intensity. This study focuses on the design of the pavement drainage asphalt pavement combination scheme by analyzing the rainfall characteristics of five representative cities in North China. Furthermore, nine kinds of drainage pavement scheme applicable to Beijing are proposed. To this end, the permeable function design analysis, as well as the bearing capacity design analysis of permeable asphalt pavement, was carried out with the help of storm runoff simulation software SWMM5.1 a

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Harada, Shigeki, and Arata Ichikawa. "Performance of the Drainage Infiltration Strata: Statistical and Numerical Analyses." Water Science and Technology 29, no. 1-2 (1994): 255–65. http://dx.doi.org/10.2166/wst.1994.0672.

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The Drainage Infiltration Strata is an artificially devised soil structure comprised of artificial turf, permeable pavement, a layer of gravel, a layer of sand and a drainage pipe with a watertight sheet. When impermeable pavement on grounds or in other public spaces is replaced with the drainage infiltration strata, the volume and the rate of stormwater runoff is reduced. This is due to the fact that the water on the surface of the drainage infiltration strata passes into the layer of gravel and is retained. The drainage pipe with the watertight sheet at the bottom of the strata removes water

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13

Nazhif, Asziola Asyrafli, Eka Oktariyanto Nugroho, Nidya Febriant Permata Rusdy, et al. "The effect of paving block from plastic waste material in the urban drainage: Study case in residential areas." E3S Web of Conferences 479 (2024): 03002. http://dx.doi.org/10.1051/e3sconf/202447903002.

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Large expanses of green, open land are frequently converted as a result of population growth and quick development. This phenomenon causes the decreasing of water infiltration area which has an impact on increasing runoff coefficient. In the urban drainage problem, paving blocks are often used as road pavement construction materials to reduce surface runoff. The aim of this research is to study the characteristic of flow in the paving block made from plastic waste material. The research conducted in the laboratory testing utilizing a rainfall simulator by several variations in slope of 0% to 1

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14

Hou, Lijun, Yuan Wang, Fengchun Shen, et al. "Study on Variation of Surface Runoff and Soil Moisture Content in the Subgrade of Permeable Pavement Structure." Advances in Civil Engineering 2020 (July 4, 2020): 1–12. http://dx.doi.org/10.1155/2020/8836643.

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The self-designed indoor simulated rainfall device was used to rain on five types of pavement structures with 4 types of rainfall intensity (2.5 mm/min, 3.4 mm/min, 4.6 mm/min, and 5.5 mm/min). The effect of rainfall intensity on the surface runoff, the relation between the subgrade soil moisture content changes, and the influence of initial soil water content on rain infiltration rate are studied. The test results show that the surface runoff coefficient of densely asphalted pavement is greater than 90% in drainage pavements and it has little influence on the reducing and hysteresis of the fl

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Zhang, Ziru. "Simulation Study on the Effect of Sponge Transformation in Old Neighborhoods Based on XP Drainage Model Construction." Journal of Physics: Conference Series 2152, no. 1 (2022): 012030. http://dx.doi.org/10.1088/1742-6596/2152/1/012030.

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Abstract To address the practical application of runoff reduction and control effects of sponge measures at the building plot scale, XP Drainage was applied to construct a hydrological-hydraulic model and systematically analyze the runoff reduction and control effects of three typical sponge measures, such as storage pond, recessed green space and permeable pavement, by setting up and simulating sponge modification scenarios [1]. The results show that the effect of flood peak reduction and control is recessed green area > storage pond > permeable pavement, the effect of runoff reduction

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16

Rohman, Habibur, Umboro Lasminto, and Yang Ratri Savitri. "The Effect of Low Impact Development Implementing on Flood Discharge of Outflow Drainage in the Lakarsantri District Surabaya City." Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan 9, no. 1 (2024): 61–72. http://dx.doi.org/10.30736/cvl.v9i1.1187.

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The drainage system in Lakarsantri District, Surabaya, applies a conventional drainage system which only focuses on water quantity. This is shown by flood events that occur in the area and downstream of the channel. A new paradigm in the management of drainage systems is a low impact development concept that focuses on conservation efforts and the use of natural features to carry out small-scale engineering to control surface runoff of rainwater in watersheds. This research aims to find a good model that can be applied with significant influence. This research was carried out by modeling using

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Lashford, Craig, Susanne Charlesworth, Frank Warwick, and Matthew Blackett. "Modelling the Role of SuDS Management Trains in Minimising Flood Risk, Using MicroDrainage." Water 12, no. 9 (2020): 2559. http://dx.doi.org/10.3390/w12092559.

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This novel research models the impact that commonly used sustainable drainage systems (SuDS) have on runoff, and compare this to their land take. As land take is consistently cited as a key barrier to the wider implementation of SuDS, it is essential to understand the possible runoff reduction in relation to the area they take up. SuDS management trains consisting of different combinations of detention basins, green roofs, porous pavement and swales were designed in MicroDrainage. In this study, this is modelled against the 1% Annual Exceedance Potential storm (over 30, 60, 90, 120, 360 and 72

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Eka Putri, Elsa, Rina Yuliet, Seng Cheh Hoo, et al. "StormPav Green Pavement the environmentally friendly pavement." E3S Web of Conferences 156 (2020): 05008. http://dx.doi.org/10.1051/e3sconf/202015605008.

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Growth of economy and population density, open space is being converted to roads or other infrastructures such as buildings or parking lots reducing green space. This paper demonstrates a new type of green pavement designed to replace flexible and rigid pavements which are water impermeable and have a short design life. This type of green pavement helps reduce runoff problems in urban areas. StormPav GP is an innovative Industrialised Building System (IBS) Green Pavement which has been shown to have structural, environmental and economic advantages. However, its susceptibility to distress has

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Yau Seng Mah, Darrien, Johnny Ong King Ngu, Vernon Liew, and Wan Hashim Wan Ibrahim. "Augmenting Drainage System in the Old Town of Kuching, Sarawak, Malaysia." International Journal of Engineering & Technology 7, no. 3.18 (2018): 36. http://dx.doi.org/10.14419/ijet.v7i3.18.16669.

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Padungan, one of the busiest business districts within Kuching City has been facing difficulties due to its age and inability to manage urban runoff. To sustain its historical heritage value without compromising the beauty and ability to discharge urban runoff, environmental needs have called for a change in urban stormwater management. The main objective of this study is to incorporate StormPav Green Pavement along the backstreet of Padungan and to investigate the effectiveness of the permeable road. The methodology used in this study is by means of computer modelling using Storm Water Manage

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20

Asadi, Mojtaba, Nivedya Madankara Kottayi, Cesar Tirado, Rajib Basu Mallick, Ali Mirchi, and Soheil Nazarian. "Framework for Rigorous Analysis of Moisture-Related Structural Damage in Flexible Pavements." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 11 (2019): 640–48. http://dx.doi.org/10.1177/0361198119852606.

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The infiltration of water from precipitation through the hot mix asphalt layers in flexible pavements can lead to significant decrease in the moduli of the underlying layers, especially the base layer. As a result, the weakened pavement structure can suffer more damage and deteriorate faster compared with the same pavement under its normal condition. The objective of this study is to develop a framework that can lead to public-domain software that highway agencies can use on a regular basis to conduct a rigorous analysis of the moisture-related structural damage in flexible pavements. A framew

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Azawi, Hayat Kareem Shukur, and Dawood Eisa Sachit. "Investigation of Permeable Pavement Implementation in Baghdad Using PCSWMM Model." Environment and Natural Resources Research 8, no. 3 (2018): 117. http://dx.doi.org/10.5539/enrr.v8n3p117.

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One of the most important reasons for the frequent occurrence of rainwater flooding in Baghdad in general and Al-Huryai, part of Baghdad, in particular is the lack of runoff drainage systems in conventional pavement. Incidents of flooding have occurred on an average three times per year in many parts of the town due to heavy rain of high intensity and short duration. Using permeable pavement will help to control flooding and improve public health. The objective of this study is to investigate the important factors that describe the possible implementation of permeable pavement in Al-Huryai cit

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22

Guo, Xiaodong, Jiupeng Zhang, Bochao Zhou, Wolong Liu, Jianzhong Pei, and Yongsheng Guan. "Sponge roads: the permeable asphalt pavement structures based on rainfall characteristics in central plains urban agglomeration of China." Water Science and Technology 80, no. 9 (2019): 1740–50. http://dx.doi.org/10.2166/wst.2019.426.

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Abstract Permeable asphalt pavement should be selected according to the rainfall characteristics of the project site, so as to improve the permeable performance and ensure the bearing capacity of the pavement structure. Therefore, taking a city in the central plains urban agglomeration of China as an example, the characteristics of the rainstorm intensity distribution and cumulative rainfall are analyzed, and a combination scheme of drainage surface layer asphalt pavement suitable for rainfall characteristics in this area is proposed. Then, the pavement structure design is systematically carri

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Ramsamooj, D. V., and R. Piper. "Theoretical prediction of rutting in flexible pavement subgrades." Canadian Geotechnical Journal 29, no. 5 (1992): 765–78. http://dx.doi.org/10.1139/t92-084.

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The theoretical model for predicting the cyclic response of soils is extended to handle the generation and dissipation of pore-water pressures and to predict the rutting of the subgrade of a flexible pavement. The model utilizes multiyield surfaces and the concepts of critical state mechanics to predict the permanent deformation of the subgrade under vehicular loading. The theoretical solution also considers the effects of the drainage characteristics of the subgrade soil on the rate of development of the permanent deformation. Experimental verification of the model concepts are presented for

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Al-Adili, Aqeel, Rasha H. Abdul-Amir, and Osamah Hassan Chfat. "Numerical Analysis to Assess the Vertical Drainage Within Flexible Pavement." International Journal of Engineering & Technology 7, no. 4.20 (2018): 95. http://dx.doi.org/10.14419/ijet.v7i4.20.25856.

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In this research the work methodology include the software program SEEP/W routine of the GEOSLOPE 2012; which was used to simulate and analyze the vertical drainage of the pavement cross section using steady-state and transient analysis. A laboratory model consisting of typical structure layers of flexible pavement was considered in this research with a 2% slope with the influence of three different rain intensities (30mm/min, 60mm/min and 90mm/min); in which each one has a duration differs from the other. The results indicated that the value of the pore-water pressure in the surface layer res

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Flamarz Al-Arkawazi, Shamil Ahmed. "Flexible Pavement Evaluation: A Case Study." Kurdistan Journal of Applied Research 2, no. 3 (2017): 292–301. http://dx.doi.org/10.24017/science.2017.3.33.

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This study is a survey to evaluate the flexible pavement conditions to determine and specify the types of the failures in the pavement for the selected highway. It is very significant to evaluate and identify the causes of the flexible pavement failures and select the proper and best treatment and maintenance type. The study had two major and critical goals which covered by considering the following three tasks; the first was the visual evaluation and inspection of existing flexible pavement conditions including the failures, the second to determine and find out the actual causes of these fail

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Oktariza, Hendra, and Nurly Gofar. "Evaluasi Agregat Lokal Sebagai Lapisan Base Perkerasan Permeabel." Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil 12, no. 1 (2023): 1–8. http://dx.doi.org/10.35139/cantilever.v12i1.201.

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Permeable pavement is a type of road pavement that allows stormwater to inﬁltrate through the pavement surface and the underlying base layer to reduce surface runoff. Open-graded aggregates are often used as the base layers to temporarily store water and allow the water to infiltrate slowly into the soil below the pavement or through sub-drainage. The strength of open graded material is usually less than the dense-graded materials. Therefore; the mixture of the aggregate for both base and drainage layer need to be designed carefully. In Indonesia, the criteria for aggregate as both base and dr

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Birgisson, Bjorn, and Byron E. Ruth. "Improving Performance Through Consideration of Terrain Conditions: Soils, Drainage, and Climate." Transportation Research Record: Journal of the Transportation Research Board 1819, no. 1 (2003): 369–77. http://dx.doi.org/10.3141/1819b-47.

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Inadequate drainage of surface and subsurface water can have significant impact on pavement behavior and long-term maintenance costs. Interception of water before it infiltrates into the pavement foundation is essential unless the soils are truly free draining. Even then, there can be potential damage by frost action. Identification of seepage zones and surface runoff characteristics based on terrain conditions such as soils and geology can aid in the selection of a suitable road alignment and design to minimize future problems. However, most moisture–soil-related pavement performance problems

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Wei, Chengyao, Jin Wang, Peirong Li, et al. "A New Strategy for Sponge City Construction of Urban Roads: Combining the Traditional Functions with Landscape and Drainage." Water 13, no. 23 (2021): 3469. http://dx.doi.org/10.3390/w13233469.

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Urban roads play a key role in sponge city construction, especially because of their drainage functions. However, efficient methods to enhance their drainage performance are still lacking. Here, we propose a new strategy to combine roads, green spaces, and the drainage system. Generally, by considering the organization of the runoff and the construction of the drainage system (including sponge city facilities) as the core of the strategy, the drainage and traffic functions were combined. This new strategy was implemented in a pilot study of road reconstruction conducted in Zhangjiagang, Suzhou

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Kumar Sinha, Abhishek, and Ankit Verma. "Strengthening and Drainage of Flexible Pavement Using Coir Geotextile." International Journal of Science and Research (IJSR) 11, no. 5 (2022): 564–67. http://dx.doi.org/10.21275/sr22507102900.

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Sarminingsih, Anik, Dwi Siwi Handayani, and Alinda Astriani. "Review-Design of Drainage System of Kedungmundu Road, Semarang City with the Implementation of the Sustainable Urban Drainage System (SUDS)." Jurnal Presipitasi : Media Komunikasi dan Pengembangan Teknik Lingkungan 19, no. 2 (2022): 251–61. http://dx.doi.org/10.14710/presipitasi.v19i2.251-261.

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The drainage system in the Kedungmundu Road area has several channels that can no longer accommodate the rainwater discharge, resulting in runoff of rainwater in the drainage channel, which causes flooding and puddles of rainwater in the Kedungmundu Road Area. Drainage in the Kedungmundu Road area has problems such as silting channels due to garbage, soil sedimentation, and insufficient channel dimensions. In the hydrological analysis, the rainfall intensity is 129,586 mm/hour. As the hydraulic analysis, the drainage channel is normalised by dredging sediment in the channel. If there is still

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Iqbal, Asif, Md Mizanur Rahman, and Simon Beecham. "Spatial Analysis of the Water Harvesting Potential of Permeable Pavements in Australia." Sustainability 14, no. 23 (2022): 16282. http://dx.doi.org/10.3390/su142316282.

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An increase in impermeable surface areas with urban development contributes to the rapid and large amount of surface runoff during rainfall. This often requires higher capacity stormwater collection systems, which can cause stress on the existing drainage system and this subsequently contributes to urban flooding. However, urban runoff can be reduced and managed for flood control and converted into a useful resource by harvesting and reusing the water. This can be achieved by switching from impermeable to permeable pavements. However, the amount of stormwater that can be harvested in a permeab

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Madrazo-Uribeetxebarria, Eneko, Maddi Garmendia Antín, Jabier Almandoz Berrondo, and Ignacio Andrés-Doménech. "Modelling Runoff from Permeable Pavements: A Link to the Curve Number Method." Water 15, no. 1 (2022): 160. http://dx.doi.org/10.3390/w15010160.

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Permeable Pavement (PP) models are valuable tools for studying the implementation of PPs in urban environments. However, the runoff simulated by traditional models such as the Curve Number (CN) is different from that created with PP models, as infiltration is computed differently. However, many investigations compare the runoff created by both models to extract broader conclusions without considering how the two models are related. Hence, this research explores the relation between runoff simulated by one general model, selecting the widespread CN model as a baseline, and the PP model provided

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Chen, Chi-Feng, Jhe-Wei Lin, and Jen-Yang Lin. "Hydrological Cycle Performance at a Permeable Pavement Site and a Raingarden Site in a Subtropical Region." Land 11, no. 6 (2022): 951. http://dx.doi.org/10.3390/land11060951.

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Low-impact development (LID) structures are widely used to mitigate urbanization impacts on hydrology. The performances of such structures are strongly affected by field conditions, such as the ratio of LID area to drainage area and rainfall properties, such as rainfall intensity. In this study, onsite continuous monitoring was performed at a permeable pavement site and a raingarden site in Taipei, Taiwan, to determine their water retention and groundwater recharge potential under subtropical weather. In addition, the verified Storm Water Management Model (SWMM) was used to illustrate the annu

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Blankenagel, Brandon J., and W. Spencer Guthrie. "Deterioration of Asphalt Pavement at Long-Term Pavement Performance Program Site 49-1001 in Utah." Transportation Research Record: Journal of the Transportation Research Board 1933, no. 1 (2005): 121–25. http://dx.doi.org/10.1177/0361198105193300114.

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Highway 191 near Bluff, Utah, features a well-monitored section of the long-term pavement performance (LTPP) program. Constructed in 1980, this section of flexible pavement performed well for nearly 13 years. Through this time, cracking of the asphalt layer was minimal. In the fourteenth year, however, the extent of longitudinal cracking in the wheel path increased and necessitated placement of a chip seal on the pavement surface. The purpose of this research was to determine the cause of pavement deterioration using LTPP data. Deflection basins obtained from falling-weight deflectometer testi

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Liu, Yunzhu, and Jinbao Cao. "Simulation of Urban Storm Water Runoff Control Based on Big Data." Journal of Physics: Conference Series 2066, no. 1 (2021): 012076. http://dx.doi.org/10.1088/1742-6596/2066/1/012076.

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Abstract The acceleration of urbanization has brought about rapid economic development, but at the same time, it has also brought some damage to the ecological environment. The proportion of hardened area of the ground is higher and higher, and the rainwater runoff pollution caused by rainfall is more and more serious. In order to follow the sustainable development strategy, and for the more stable and high-speed economic development, the control of rainwater runoff pollution is urgent. The purpose of this paper is to simulate the urban storm water runoff control and find the most suitable sch

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Zaghloul, Sameh, Amr Ayed, Zubair Ahmed, Brandt Henderson, Jack Springer, and Nick Vitillo. "Effect of Positive Drainage on Flexible Pavement Life-Cycle Cost." Transportation Research Record: Journal of the Transportation Research Board 1868, no. 1 (2004): 135–41. http://dx.doi.org/10.3141/1868-14.

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Ibrahim, Muhammad Nauval, and Alfa Narendra. "PERBANDINGAN PERKERASAN KAKU DAN PERKERASAN LENTUR BERDASARKAN BIAYA DAN UMUR RENCANA (STUDI KASUS LOT-3 JEMBATAN KRETEK 2 BANTUL)." Citizen : Jurnal Ilmiah Multidisiplin Indonesia 3, no. 1 (2023): 22–38. http://dx.doi.org/10.53866/jimi.v3i1.100.

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The construction of LOT-3 Kretek 2 Bridge is part of the Southern Cross Road (JJLS) Java Island. This bridge was built to connect the Samas–Kretek and Kretek–Parangtritis roads in Bantul Regency, which are separated from the Opak River. In this study, we will compare rigid pavement planning and flexible pavement at the LOT-3 Kretek 2 Bridge project site, guided by the “Manual Desain Perkerasan Jalan 2017 Bina Marga”. Then the two pavements will be compared to get a more economical and long-lived pavement. Finally, based on data processing results, the flexible pavement is planned with a thickn

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Ioannidou, Vasiliki, and Scott Arthur. "Hydrological Response of a Permeable Pavement Laboratory Rig for Stormwater Management." Proceedings 2, no. 11 (2018): 607. http://dx.doi.org/10.3390/proceedings2110607.

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Nowadays there is an increasing amount of everyday flood incidents around the world, the impact of which poses a challenge on the society, economy and environment. Under the Water Framework Directive (2000/60/EC), green infrastructure provided by sustainable drainage systems (SuDS) is the recommended policy to manage and treat storm water. This paper presents experimental work carried out in the laboratory on a permeable pavement rig, investigating mainly the short-term hydrology of the pavement, and the way that runoff percolates through the structure during simulated rainfall events. Results

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Illgen, M., K. Harting, T. G. Schmitt, and A. Welker. "Runoff and infiltration characteristics of pavement structures—review of an extensive monitoring program." Water Science and Technology 56, no. 10 (2007): 133–40. http://dx.doi.org/10.2166/wst.2007.750.

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The stormwater runoff and infiltration performance of permeable pavements has been systematically evaluated within an intensive monitoring program. The primary objective of the investigation was to generate a broad database, which enables the development of an advanced simulation module for urban drainage modelling. Over 160 field and lab scale experiments have been completed and analyzed for surface runoff and infiltration characteristics. The test series include several pavement types under various boundary conditions such as diverse precipitation impacts, varying surface slope and layer con

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Shivendra, Singh Parihar, Sharma Akhilesh, Tiwari Shailendra, and Awasthi Surbhi. "Investigation of Flexible Surface of (Nellore Bypass) by Falling Weight Deflectometer." Journal of Engineering Analysis and Design 3, no. 1 (2021): 1–6. https://doi.org/10.5281/zenodo.4683447.

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The study of flexible pavement before and after overlay, to analyze the residual life left over for the existing pavement & to obtain the characteristic values such as layer moduli of individual layers of the pavement, duly considering the factors influencing the performance such as subgrade strength, thickness and quality of each of the pavement layers, drainage conditions and pavement surface temperature by using Falling Weight Deflectometer. The activity of back figuring is needed to recognize the modulus of versatility of existing adaptable asphalt. The interaction of back figuring nee

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Junaidhi, Afif, Yayan Adi Saputro, and Nor Hidayati. "ANALISIS PENINGKATAN PERKERASAN LENTUR KE PERKERASAN KAKU PADA RUAS JALAN BUARAN - BENDANPETE STA 0+00 - 1+700 JEPARA JAWA TENGAH ." Jurnal Civil Engineering Study 4, no. 01 (2024): 128–46. http://dx.doi.org/10.34001/ces.v4i01.896.

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Afif Junaidhi, Nim 191230000357, Analysis of the improvement of flexible pavement to rigid pavement on the buaran - bendanpete sta 0+00 - 1+700 jepara central java road 2023., Yayan Adi Saputro, S.T., M.T., Nor Hidayati, S.T., M.T., Civil Engineering, Faculty of Science and Technology1, Nahdlatul Ulama University1 Jepara1. With roads, everyone can increase their mobility while fulfilling important activities. As time goes by and the length of service lasts, road conditions eventually decline, both in terms of service level and structural condition. The method used for analysis of rigid pavemen

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Zhao, Wei, Jianfu Xu, Dong Zhang, and Jianrong Ma. "Research on the Pollution Characteristics of Pavement Runoff of the Expressway Project in Qiandao Lake District." E3S Web of Conferences 261 (2021): 04011. http://dx.doi.org/10.1051/e3sconf/202126104011.

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This research focuses on the Expressway Project of Qiandao Lake District, investigates the meteorological conditions, traffic volume, as well as the relationship between the quality of runoff at drainage facilities and the asphalt concrete pavement and sewage discharge rules through artificial rainwater and natural rainwater, studies and determines the time scale of the initial rainwater flow on the expressway and the spatial scale that needs to be collected and processed.

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Yani, Dandy Achmad, Suwignyo Suwignyo, Azhar Adi Darmawan, and Khoirin Nissa. "The Implementation of Water Sensitive Urban Drainage to Overcome the Risk of Flooding in Malang City." BERKALA SAINSTEK 12, no. 3 (2024): 99. https://doi.org/10.19184/bst.v12i3.47437.

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This study aims to apply Water Resources Urban Design (WSUD) technology to improve water quantity and quality in the Brantas River Watershed (DAS), especially in Oro-Oro Dowo Village, Malang City. This village was chosen because several drainage channels have decreased efficiency in accommodating water runoff during the rainy season. The application of WSUD technology is expected to reduce the high surface runoff due to the decrease in water absorption areas, so this can be an alternative to conserving the availability of water resources in terms of quantity and quality. The modeling scenarios

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Ding, Yangmin, and Hao Wang. "Evaluation of Hydroplaning Risk on Permeable Friction Course using Tire–Water–Pavement Interaction Model." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 40 (2018): 408–17. http://dx.doi.org/10.1177/0361198118781392.

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Wet weather-related hazards such as hydroplaning can be reduced with the proper use of permeable friction course (PFC). At low rainfall intensities, PFC provides quick drainage of water and better skid resistance. However, at higher rainfall rates, the entire volume of runoff cannot be discharged within the porous layer, causing drainage to occur on pavement surface. Water flow on the road surface can result in hydroplaning of tires. The objective of the study is to evaluate hydroplaning risk of multi-lane roadways with PFC using a fluid–structure interaction model. A comprehensive three-dimen

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Hassan, Hossam F., and Thomas D. White. "Laboratory and Field Moisture Conditions for Flexible Pavement." Transportation Research Record: Journal of the Transportation Research Board 1568, no. 1 (1997): 96–105. http://dx.doi.org/10.3141/1568-12.

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The primary source of water in pavements is from surface infiltration. Water from surface infiltration and other sources increases pavement maintenance costs and shortens pavement life. These effects can be mitigated by including a subdrainage system in the pavement design. A study of pavement subdrainage systems has been conducted that included a phase for laboratory tests for the hydraulic characteristics of materials used in three test sections built on I-469 at Fort Wayne, Indiana. The purpose of building these test sections was to evaluate the subdrainage performance and materials used in

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Kienle, Rebekka, Wolfram Ressel, Tobias Götz, and Markus Weise. "The influence of road surface texture on the skid resistance under wet conditions." Proceedings of the Institution of Mechanical Engineers, Part J: Journal of Engineering Tribology 234, no. 3 (2018): 313–19. http://dx.doi.org/10.1177/1350650117753995.

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Due to their influence on traffic safety, skid resistance and drainage are important surface properties of a road and their optimization and durability is still focus of ongoing research. Under wet conditions, these two characteristics are connected as a wetted road cannot provide a sufficient skid resistance without a working drainage system. The wet friction is mainly affected by the road surface geometry and the water depth. Herein, we describe a novel numerical approach to study the influence of the surface texture – mainly the microtexture – on the wet friction coefficient. This method is

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Zhao, Kang, Qiong Zhou, Enqiang Zhao, Guofen Li, and Yanan Dou. "A New Water Film Depth Prediction Model for Pavement Surface Drainage." Infrastructures 9, no. 3 (2024): 36. http://dx.doi.org/10.3390/infrastructures9030036.

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The prediction of the water film depth (WFD) on the road surface can help with road skid resistance research and reduce the risk associated with driving on rainy days. At present, there are many empirical and analytical models based on drainage length, slope, rainfall intensity and other parameters. Considering the influence of road surface runoff and starting from the Reynolds number formula of road surface water flow, a new road surface WFD calculation formula that considers the movement state of laminar water flow is derived. The results show that the changing trends of various parameters i

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Bilodeau, Jean-Pascal, and Guy Doré. "Flexible pavement damage during spring thaw: A field study using the falling weight deflectometer." Canadian Journal of Civil Engineering 45, no. 3 (2018): 227–34. http://dx.doi.org/10.1139/cjce-2017-0465.

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Spring thaw creates critical performance conditions for pavement networks. The increase of water content in the pavement environment is significant during spring thaw. Combined with poor drainage conditions, material condition variations are triggering factors that accentuate the effect of heavy vehicle loading on pavement response and damage. Two experimental pavement sections were monitored in 2014 and 2015 for temperature and deflections. The section with the lowest structural capacity was found to be more sensitive to thaw weakening. Fatigue damage calculated for this section was found to

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Pérez-González, Erdrick Leandro, José Vicente Heredia, and Jean-Pascal Bilodeau. "Revisiting the Drainage Coefficient of the AASHTO93: A Method for Improving Local Flexible Pavements Design." Journal of Civil Engineering and Construction 13, no. 3 (2024): 97–109. http://dx.doi.org/10.32732/jcec.2024.13.3.97.

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The AASHTO93 guide is widely used in pavement design and is considered the primary reference in road construction and management for many countries worldwide. One important parameter used in the AASHTO93 design method is the drainage coefficient, which considers the impact of saturation on the stiffness of granular materials. However, selecting this parameter can be associated with high uncertainty in practice. With the knowledge gained from applying this methodology and advancements in current research on granular materials, it is possible to revise this parameter to achieve optimal results.

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*PEKETI, MADHU GANESH YADAV, BHARATH SINGALAREDDY, MANOJ KUMAR MEKALA, NIRANJAN REDDY MALLEM, and CHENNAKESAVA REDDY GADIKOTA. "USAGE OF GEOGRIDS IN FLEXIBLE PAVEMENT DESIGN." USAGE OF GEOGRIDS IN FLEXIBLE PAVEMENT DESIGN 7, no. 4 (2018): 10. https://doi.org/10.5281/zenodo.1218130.

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As on 31<sup>st</sup> March 2018, estimates the total road length in India 6,603,293km (4,103,096 mi) making the Indian road network, the second largest road network in the world after the united states. But the roads are not giving the desired result due to poor CBR value. Roads in India have mostly the problems like the formation of potholes, ruts, cracks and localized depression and settlement, especially during rainy season. These are mainly due to the insufficient bearing capacity of the subgrade in water saturated condition. The subgrade soil mostly yields low CBR value 2-5%. In the

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