Deflection-Based Approach for Flexible Pavement Design in Thailand

The Department of Highways (DOH), Thailand, has adopted both empirical and mechanistic approaches for flexible pavement analysis and design. Recently, the deflection-based design approach has been comprehensively reviewed by the DOH for the possible adoption of national design standards and practice...
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Autor*in:	Auckpath Sawangsuriya [verfasserIn] Tunwin Svasdisant [verfasserIn] Poranic Jitareekul [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	pavement design surface deflection flexible pavement falling weight deflectometer multi-layered elastic analysis

Übergeordnetes Werk:	In: Infrastructures - MDPI AG, 2017, 8(2023), 7, p 116
Übergeordnetes Werk:	volume:8 ; year:2023 ; number:7, p 116

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/infrastructures8070116

Katalog-ID:	DOAJ09388737X

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520			\|a The Department of Highways (DOH), Thailand, has adopted both empirical and mechanistic approaches for flexible pavement analysis and design. Recently, the deflection-based design approach has been comprehensively reviewed by the DOH for the possible adoption of national design standards and practices. One of the key reasons is that Thailand’s road authorities, i.e., the DOH and the Department of Rural Roads (DRR), have considered the falling weight deflectometer (FWD) for the new construction and rehabilitation of road pavements. In addition, the FWD is widely accepted as the non-destructive test for deflection measurement and structural capacity evaluation. Ultimately, the implication of FWD deflections for in-house pavement analysis and design shall be developed and proposed to Thailand’s road authorities. Therefore, this study presents the deflection-based approach of flexible pavement design in Thailand. The FWD and a standard Thai truck were selected as the main loading applications in this study. A typical FWD loading stress of 700–800 kPa was practically adopted by the DOH and compared with a standard 10-wheel 25-ton truck with a tandem axle-dual wheel configuration with a tire pressure of 690 kPa. The layered elastic analysis was performed to calculate the pavement responses. The results suggest that the flexible pavement design based on a deflection-based approach is simple, practical, and conservative.
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allfields	10.3390/infrastructures8070116 doi (DE-627)DOAJ09388737X (DE-599)DOAJddb2ece9cf83479eb1e8b81d50dc39f0 DE-627 ger DE-627 rakwb eng Auckpath Sawangsuriya verfasserin aut Deflection-Based Approach for Flexible Pavement Design in Thailand 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The Department of Highways (DOH), Thailand, has adopted both empirical and mechanistic approaches for flexible pavement analysis and design. Recently, the deflection-based design approach has been comprehensively reviewed by the DOH for the possible adoption of national design standards and practices. One of the key reasons is that Thailand’s road authorities, i.e., the DOH and the Department of Rural Roads (DRR), have considered the falling weight deflectometer (FWD) for the new construction and rehabilitation of road pavements. In addition, the FWD is widely accepted as the non-destructive test for deflection measurement and structural capacity evaluation. Ultimately, the implication of FWD deflections for in-house pavement analysis and design shall be developed and proposed to Thailand’s road authorities. Therefore, this study presents the deflection-based approach of flexible pavement design in Thailand. The FWD and a standard Thai truck were selected as the main loading applications in this study. A typical FWD loading stress of 700–800 kPa was practically adopted by the DOH and compared with a standard 10-wheel 25-ton truck with a tandem axle-dual wheel configuration with a tire pressure of 690 kPa. The layered elastic analysis was performed to calculate the pavement responses. The results suggest that the flexible pavement design based on a deflection-based approach is simple, practical, and conservative. pavement design surface deflection flexible pavement falling weight deflectometer multi-layered elastic analysis Technology T Tunwin Svasdisant verfasserin aut Poranic Jitareekul verfasserin aut In Infrastructures MDPI AG, 2017 8(2023), 7, p 116 (DE-627)1015391176 24123811 nnns volume:8 year:2023 number:7, p 116 https://doi.org/10.3390/infrastructures8070116 kostenfrei https://doaj.org/article/ddb2ece9cf83479eb1e8b81d50dc39f0 kostenfrei https://www.mdpi.com/2412-3811/8/7/116 kostenfrei https://doaj.org/toc/2412-3811 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 8 2023 7, p 116
spelling	10.3390/infrastructures8070116 doi (DE-627)DOAJ09388737X (DE-599)DOAJddb2ece9cf83479eb1e8b81d50dc39f0 DE-627 ger DE-627 rakwb eng Auckpath Sawangsuriya verfasserin aut Deflection-Based Approach for Flexible Pavement Design in Thailand 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The Department of Highways (DOH), Thailand, has adopted both empirical and mechanistic approaches for flexible pavement analysis and design. Recently, the deflection-based design approach has been comprehensively reviewed by the DOH for the possible adoption of national design standards and practices. One of the key reasons is that Thailand’s road authorities, i.e., the DOH and the Department of Rural Roads (DRR), have considered the falling weight deflectometer (FWD) for the new construction and rehabilitation of road pavements. In addition, the FWD is widely accepted as the non-destructive test for deflection measurement and structural capacity evaluation. Ultimately, the implication of FWD deflections for in-house pavement analysis and design shall be developed and proposed to Thailand’s road authorities. Therefore, this study presents the deflection-based approach of flexible pavement design in Thailand. The FWD and a standard Thai truck were selected as the main loading applications in this study. A typical FWD loading stress of 700–800 kPa was practically adopted by the DOH and compared with a standard 10-wheel 25-ton truck with a tandem axle-dual wheel configuration with a tire pressure of 690 kPa. The layered elastic analysis was performed to calculate the pavement responses. The results suggest that the flexible pavement design based on a deflection-based approach is simple, practical, and conservative. pavement design surface deflection flexible pavement falling weight deflectometer multi-layered elastic analysis Technology T Tunwin Svasdisant verfasserin aut Poranic Jitareekul verfasserin aut In Infrastructures MDPI AG, 2017 8(2023), 7, p 116 (DE-627)1015391176 24123811 nnns volume:8 year:2023 number:7, p 116 https://doi.org/10.3390/infrastructures8070116 kostenfrei https://doaj.org/article/ddb2ece9cf83479eb1e8b81d50dc39f0 kostenfrei https://www.mdpi.com/2412-3811/8/7/116 kostenfrei https://doaj.org/toc/2412-3811 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 8 2023 7, p 116
allfields_unstemmed	10.3390/infrastructures8070116 doi (DE-627)DOAJ09388737X (DE-599)DOAJddb2ece9cf83479eb1e8b81d50dc39f0 DE-627 ger DE-627 rakwb eng Auckpath Sawangsuriya verfasserin aut Deflection-Based Approach for Flexible Pavement Design in Thailand 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The Department of Highways (DOH), Thailand, has adopted both empirical and mechanistic approaches for flexible pavement analysis and design. Recently, the deflection-based design approach has been comprehensively reviewed by the DOH for the possible adoption of national design standards and practices. One of the key reasons is that Thailand’s road authorities, i.e., the DOH and the Department of Rural Roads (DRR), have considered the falling weight deflectometer (FWD) for the new construction and rehabilitation of road pavements. In addition, the FWD is widely accepted as the non-destructive test for deflection measurement and structural capacity evaluation. Ultimately, the implication of FWD deflections for in-house pavement analysis and design shall be developed and proposed to Thailand’s road authorities. Therefore, this study presents the deflection-based approach of flexible pavement design in Thailand. The FWD and a standard Thai truck were selected as the main loading applications in this study. A typical FWD loading stress of 700–800 kPa was practically adopted by the DOH and compared with a standard 10-wheel 25-ton truck with a tandem axle-dual wheel configuration with a tire pressure of 690 kPa. The layered elastic analysis was performed to calculate the pavement responses. The results suggest that the flexible pavement design based on a deflection-based approach is simple, practical, and conservative. pavement design surface deflection flexible pavement falling weight deflectometer multi-layered elastic analysis Technology T Tunwin Svasdisant verfasserin aut Poranic Jitareekul verfasserin aut In Infrastructures MDPI AG, 2017 8(2023), 7, p 116 (DE-627)1015391176 24123811 nnns volume:8 year:2023 number:7, p 116 https://doi.org/10.3390/infrastructures8070116 kostenfrei https://doaj.org/article/ddb2ece9cf83479eb1e8b81d50dc39f0 kostenfrei https://www.mdpi.com/2412-3811/8/7/116 kostenfrei https://doaj.org/toc/2412-3811 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 8 2023 7, p 116
allfieldsGer	10.3390/infrastructures8070116 doi (DE-627)DOAJ09388737X (DE-599)DOAJddb2ece9cf83479eb1e8b81d50dc39f0 DE-627 ger DE-627 rakwb eng Auckpath Sawangsuriya verfasserin aut Deflection-Based Approach for Flexible Pavement Design in Thailand 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The Department of Highways (DOH), Thailand, has adopted both empirical and mechanistic approaches for flexible pavement analysis and design. Recently, the deflection-based design approach has been comprehensively reviewed by the DOH for the possible adoption of national design standards and practices. One of the key reasons is that Thailand’s road authorities, i.e., the DOH and the Department of Rural Roads (DRR), have considered the falling weight deflectometer (FWD) for the new construction and rehabilitation of road pavements. In addition, the FWD is widely accepted as the non-destructive test for deflection measurement and structural capacity evaluation. Ultimately, the implication of FWD deflections for in-house pavement analysis and design shall be developed and proposed to Thailand’s road authorities. Therefore, this study presents the deflection-based approach of flexible pavement design in Thailand. The FWD and a standard Thai truck were selected as the main loading applications in this study. A typical FWD loading stress of 700–800 kPa was practically adopted by the DOH and compared with a standard 10-wheel 25-ton truck with a tandem axle-dual wheel configuration with a tire pressure of 690 kPa. The layered elastic analysis was performed to calculate the pavement responses. The results suggest that the flexible pavement design based on a deflection-based approach is simple, practical, and conservative. pavement design surface deflection flexible pavement falling weight deflectometer multi-layered elastic analysis Technology T Tunwin Svasdisant verfasserin aut Poranic Jitareekul verfasserin aut In Infrastructures MDPI AG, 2017 8(2023), 7, p 116 (DE-627)1015391176 24123811 nnns volume:8 year:2023 number:7, p 116 https://doi.org/10.3390/infrastructures8070116 kostenfrei https://doaj.org/article/ddb2ece9cf83479eb1e8b81d50dc39f0 kostenfrei https://www.mdpi.com/2412-3811/8/7/116 kostenfrei https://doaj.org/toc/2412-3811 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 8 2023 7, p 116
allfieldsSound	10.3390/infrastructures8070116 doi (DE-627)DOAJ09388737X (DE-599)DOAJddb2ece9cf83479eb1e8b81d50dc39f0 DE-627 ger DE-627 rakwb eng Auckpath Sawangsuriya verfasserin aut Deflection-Based Approach for Flexible Pavement Design in Thailand 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The Department of Highways (DOH), Thailand, has adopted both empirical and mechanistic approaches for flexible pavement analysis and design. Recently, the deflection-based design approach has been comprehensively reviewed by the DOH for the possible adoption of national design standards and practices. One of the key reasons is that Thailand’s road authorities, i.e., the DOH and the Department of Rural Roads (DRR), have considered the falling weight deflectometer (FWD) for the new construction and rehabilitation of road pavements. In addition, the FWD is widely accepted as the non-destructive test for deflection measurement and structural capacity evaluation. Ultimately, the implication of FWD deflections for in-house pavement analysis and design shall be developed and proposed to Thailand’s road authorities. Therefore, this study presents the deflection-based approach of flexible pavement design in Thailand. The FWD and a standard Thai truck were selected as the main loading applications in this study. A typical FWD loading stress of 700–800 kPa was practically adopted by the DOH and compared with a standard 10-wheel 25-ton truck with a tandem axle-dual wheel configuration with a tire pressure of 690 kPa. The layered elastic analysis was performed to calculate the pavement responses. The results suggest that the flexible pavement design based on a deflection-based approach is simple, practical, and conservative. pavement design surface deflection flexible pavement falling weight deflectometer multi-layered elastic analysis Technology T Tunwin Svasdisant verfasserin aut Poranic Jitareekul verfasserin aut In Infrastructures MDPI AG, 2017 8(2023), 7, p 116 (DE-627)1015391176 24123811 nnns volume:8 year:2023 number:7, p 116 https://doi.org/10.3390/infrastructures8070116 kostenfrei https://doaj.org/article/ddb2ece9cf83479eb1e8b81d50dc39f0 kostenfrei https://www.mdpi.com/2412-3811/8/7/116 kostenfrei https://doaj.org/toc/2412-3811 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 8 2023 7, p 116
language	English
source	In Infrastructures 8(2023), 7, p 116 volume:8 year:2023 number:7, p 116
sourceStr	In Infrastructures 8(2023), 7, p 116 volume:8 year:2023 number:7, p 116
format_phy_str_mv	Article
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topic_facet	pavement design surface deflection flexible pavement falling weight deflectometer multi-layered elastic analysis Technology T
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authorswithroles_txt_mv	Auckpath Sawangsuriya @@aut@@ Tunwin Svasdisant @@aut@@ Poranic Jitareekul @@aut@@
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author	Auckpath Sawangsuriya
spellingShingle	Auckpath Sawangsuriya misc pavement design misc surface deflection misc flexible pavement misc falling weight deflectometer misc multi-layered elastic analysis misc Technology misc T Deflection-Based Approach for Flexible Pavement Design in Thailand
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topic_title	Deflection-Based Approach for Flexible Pavement Design in Thailand pavement design surface deflection flexible pavement falling weight deflectometer multi-layered elastic analysis
topic	misc pavement design misc surface deflection misc flexible pavement misc falling weight deflectometer misc multi-layered elastic analysis misc Technology misc T
topic_unstemmed	misc pavement design misc surface deflection misc flexible pavement misc falling weight deflectometer misc multi-layered elastic analysis misc Technology misc T
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title	Deflection-Based Approach for Flexible Pavement Design in Thailand
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title_sort	deflection-based approach for flexible pavement design in thailand
title_auth	Deflection-Based Approach for Flexible Pavement Design in Thailand
abstract	The Department of Highways (DOH), Thailand, has adopted both empirical and mechanistic approaches for flexible pavement analysis and design. Recently, the deflection-based design approach has been comprehensively reviewed by the DOH for the possible adoption of national design standards and practices. One of the key reasons is that Thailand’s road authorities, i.e., the DOH and the Department of Rural Roads (DRR), have considered the falling weight deflectometer (FWD) for the new construction and rehabilitation of road pavements. In addition, the FWD is widely accepted as the non-destructive test for deflection measurement and structural capacity evaluation. Ultimately, the implication of FWD deflections for in-house pavement analysis and design shall be developed and proposed to Thailand’s road authorities. Therefore, this study presents the deflection-based approach of flexible pavement design in Thailand. The FWD and a standard Thai truck were selected as the main loading applications in this study. A typical FWD loading stress of 700–800 kPa was practically adopted by the DOH and compared with a standard 10-wheel 25-ton truck with a tandem axle-dual wheel configuration with a tire pressure of 690 kPa. The layered elastic analysis was performed to calculate the pavement responses. The results suggest that the flexible pavement design based on a deflection-based approach is simple, practical, and conservative.
abstractGer	The Department of Highways (DOH), Thailand, has adopted both empirical and mechanistic approaches for flexible pavement analysis and design. Recently, the deflection-based design approach has been comprehensively reviewed by the DOH for the possible adoption of national design standards and practices. One of the key reasons is that Thailand’s road authorities, i.e., the DOH and the Department of Rural Roads (DRR), have considered the falling weight deflectometer (FWD) for the new construction and rehabilitation of road pavements. In addition, the FWD is widely accepted as the non-destructive test for deflection measurement and structural capacity evaluation. Ultimately, the implication of FWD deflections for in-house pavement analysis and design shall be developed and proposed to Thailand’s road authorities. Therefore, this study presents the deflection-based approach of flexible pavement design in Thailand. The FWD and a standard Thai truck were selected as the main loading applications in this study. A typical FWD loading stress of 700–800 kPa was practically adopted by the DOH and compared with a standard 10-wheel 25-ton truck with a tandem axle-dual wheel configuration with a tire pressure of 690 kPa. The layered elastic analysis was performed to calculate the pavement responses. The results suggest that the flexible pavement design based on a deflection-based approach is simple, practical, and conservative.
abstract_unstemmed	The Department of Highways (DOH), Thailand, has adopted both empirical and mechanistic approaches for flexible pavement analysis and design. Recently, the deflection-based design approach has been comprehensively reviewed by the DOH for the possible adoption of national design standards and practices. One of the key reasons is that Thailand’s road authorities, i.e., the DOH and the Department of Rural Roads (DRR), have considered the falling weight deflectometer (FWD) for the new construction and rehabilitation of road pavements. In addition, the FWD is widely accepted as the non-destructive test for deflection measurement and structural capacity evaluation. Ultimately, the implication of FWD deflections for in-house pavement analysis and design shall be developed and proposed to Thailand’s road authorities. Therefore, this study presents the deflection-based approach of flexible pavement design in Thailand. The FWD and a standard Thai truck were selected as the main loading applications in this study. A typical FWD loading stress of 700–800 kPa was practically adopted by the DOH and compared with a standard 10-wheel 25-ton truck with a tandem axle-dual wheel configuration with a tire pressure of 690 kPa. The layered elastic analysis was performed to calculate the pavement responses. The results suggest that the flexible pavement design based on a deflection-based approach is simple, practical, and conservative.
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