Foundation Settlement Response of Existing High-Speed Railway Bridge Induced by Construction of Undercrossing Roads

The construction of undercrossing roads often has an adverse effect on the upper existing railway line, and can cause an uneven subsidence of the crossed section. In response to the influence of new road construction on the existing high-speed railway bridge, a highway passing under an existing high...
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Autor*in:	You Wang [verfasserIn] Shaohua Liang [verfasserIn] Changxi Huang [verfasserIn] Rui Wang [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	road construction undercrossing ground surface settlement pile deformation

Übergeordnetes Werk:	In: Sustainability - MDPI AG, 2009, 14(2022), 14, p 8700
Übergeordnetes Werk:	volume:14 ; year:2022 ; number:14, p 8700

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/su14148700

Katalog-ID:	DOAJ020011032

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520			\|a The construction of undercrossing roads often has an adverse effect on the upper existing railway line, and can cause an uneven subsidence of the crossed section. In response to the influence of new road construction on the existing high-speed railway bridge, a highway passing under an existing high-speed railway bridge was taken as the research object. Based on the FLAC3D finite difference software, a computational model of new roads undercrossing a high-speed railway bridge was established to analyze the structural deformation response of a high-speed railway bridge. The results show that the excavation of foundation pits during new road construction causes an overall upward heaving of the soil layers between the pits, with a greater amount of heaving near the high-speed railway piers than that at other locations. Meanwhile, a degree of upward displacement of the high-speed railway bridge piers occurred. The filling of a road base structure generates an additional stress greater than the original consolidation pressure, inducing an overall subsidence of the soil layers between the pits. The final deformation during construction of new roads undercrossing the high-speed railway bridge shows that the displacement of adjacent piles is manifested as an overall settlement and as a horizontal displacement to the side of soil excavation.
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source	In Sustainability 14(2022), 14, p 8700 volume:14 year:2022 number:14, p 8700
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authorswithroles_txt_mv	You Wang @@aut@@ Shaohua Liang @@aut@@ Changxi Huang @@aut@@ Rui Wang @@aut@@
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callnumber-first	T - Technology
author	You Wang
spellingShingle	You Wang misc TD194-195 misc TJ807-830 misc GE1-350 misc road construction misc undercrossing misc ground surface settlement misc pile deformation misc Environmental effects of industries and plants misc Renewable energy sources misc Environmental sciences Foundation Settlement Response of Existing High-Speed Railway Bridge Induced by Construction of Undercrossing Roads
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topic_title	TD194-195 TJ807-830 GE1-350 Foundation Settlement Response of Existing High-Speed Railway Bridge Induced by Construction of Undercrossing Roads road construction undercrossing ground surface settlement pile deformation
topic	misc TD194-195 misc TJ807-830 misc GE1-350 misc road construction misc undercrossing misc ground surface settlement misc pile deformation misc Environmental effects of industries and plants misc Renewable energy sources misc Environmental sciences
topic_unstemmed	misc TD194-195 misc TJ807-830 misc GE1-350 misc road construction misc undercrossing misc ground surface settlement misc pile deformation misc Environmental effects of industries and plants misc Renewable energy sources misc Environmental sciences
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title	Foundation Settlement Response of Existing High-Speed Railway Bridge Induced by Construction of Undercrossing Roads
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title_full	Foundation Settlement Response of Existing High-Speed Railway Bridge Induced by Construction of Undercrossing Roads
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title_sort	foundation settlement response of existing high-speed railway bridge induced by construction of undercrossing roads
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title_auth	Foundation Settlement Response of Existing High-Speed Railway Bridge Induced by Construction of Undercrossing Roads
abstract	The construction of undercrossing roads often has an adverse effect on the upper existing railway line, and can cause an uneven subsidence of the crossed section. In response to the influence of new road construction on the existing high-speed railway bridge, a highway passing under an existing high-speed railway bridge was taken as the research object. Based on the FLAC3D finite difference software, a computational model of new roads undercrossing a high-speed railway bridge was established to analyze the structural deformation response of a high-speed railway bridge. The results show that the excavation of foundation pits during new road construction causes an overall upward heaving of the soil layers between the pits, with a greater amount of heaving near the high-speed railway piers than that at other locations. Meanwhile, a degree of upward displacement of the high-speed railway bridge piers occurred. The filling of a road base structure generates an additional stress greater than the original consolidation pressure, inducing an overall subsidence of the soil layers between the pits. The final deformation during construction of new roads undercrossing the high-speed railway bridge shows that the displacement of adjacent piles is manifested as an overall settlement and as a horizontal displacement to the side of soil excavation.
abstractGer	The construction of undercrossing roads often has an adverse effect on the upper existing railway line, and can cause an uneven subsidence of the crossed section. In response to the influence of new road construction on the existing high-speed railway bridge, a highway passing under an existing high-speed railway bridge was taken as the research object. Based on the FLAC3D finite difference software, a computational model of new roads undercrossing a high-speed railway bridge was established to analyze the structural deformation response of a high-speed railway bridge. The results show that the excavation of foundation pits during new road construction causes an overall upward heaving of the soil layers between the pits, with a greater amount of heaving near the high-speed railway piers than that at other locations. Meanwhile, a degree of upward displacement of the high-speed railway bridge piers occurred. The filling of a road base structure generates an additional stress greater than the original consolidation pressure, inducing an overall subsidence of the soil layers between the pits. The final deformation during construction of new roads undercrossing the high-speed railway bridge shows that the displacement of adjacent piles is manifested as an overall settlement and as a horizontal displacement to the side of soil excavation.
abstract_unstemmed	The construction of undercrossing roads often has an adverse effect on the upper existing railway line, and can cause an uneven subsidence of the crossed section. In response to the influence of new road construction on the existing high-speed railway bridge, a highway passing under an existing high-speed railway bridge was taken as the research object. Based on the FLAC3D finite difference software, a computational model of new roads undercrossing a high-speed railway bridge was established to analyze the structural deformation response of a high-speed railway bridge. The results show that the excavation of foundation pits during new road construction causes an overall upward heaving of the soil layers between the pits, with a greater amount of heaving near the high-speed railway piers than that at other locations. Meanwhile, a degree of upward displacement of the high-speed railway bridge piers occurred. The filling of a road base structure generates an additional stress greater than the original consolidation pressure, inducing an overall subsidence of the soil layers between the pits. The final deformation during construction of new roads undercrossing the high-speed railway bridge shows that the displacement of adjacent piles is manifested as an overall settlement and as a horizontal displacement to the side of soil excavation.
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title_short	Foundation Settlement Response of Existing High-Speed Railway Bridge Induced by Construction of Undercrossing Roads
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