Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes

Joint performance in plastic pipelines for gravity flow applications is relevant since it influences the entire system. Various research studies have demonstrated that gasketed bell and spigot joints in plastic pipelines could be subjected to combinations of shear force, rotation, and diameter chang...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Becerril García, David [verfasserIn] Cortés-Pérez, Jacinto [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	Joint Leakage Testing PVC Gravity flow pipe Sanitary sewer

Übergeordnetes Werk:	Enthalten in: Tunnelling and underground space technology - Amsterdam [u.a.] : Elsevier Science, 1986, 122
Übergeordnetes Werk:	volume:122

DOI / URN:	10.1016/j.tust.2022.104397

Katalog-ID:	ELV007420684

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allfields	10.1016/j.tust.2022.104397 doi (DE-627)ELV007420684 (ELSEVIER)S0886-7798(22)00037-2 DE-627 ger DE-627 rda eng 690 DE-600 56.22 bkl Becerril García, David verfasserin aut Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Joint performance in plastic pipelines for gravity flow applications is relevant since it influences the entire system. Various research studies have demonstrated that gasketed bell and spigot joints in plastic pipelines could be subjected to combinations of shear force, rotation, and diameter change under field conditions, requirements that are not considered by current North American standards. These demands and their magnitudes are influence by the joint configuration and the stiffness of their components. This study aims to assess the structural and leakage performance of gasketed bell and spigot joints in 315-mm polyvinyl chloride (PVC) pipelines with different wall thicknesses when subjected to expected field demands under internal and external pressure. It was observed that the magnitudes of shear force that caused joint leakage could develop across PVC joints under reasonable field conditions; wall thickness influenced this demand. It was also noticed that the response of the examined joints differs significantly from other joints with similar diameters and configurations employed for similar applications. Joint Leakage Testing PVC Gravity flow pipe Sanitary sewer Cortés-Pérez, Jacinto verfasserin aut Enthalten in Tunnelling and underground space technology Amsterdam [u.a.] : Elsevier Science, 1986 122 Online-Ressource (DE-627)320620808 (DE-600)2022637-8 (DE-576)259485365 1878-4364 nnns volume:122 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.22 Unterirdisches Bauen Tunnelbau AR 122
spelling	10.1016/j.tust.2022.104397 doi (DE-627)ELV007420684 (ELSEVIER)S0886-7798(22)00037-2 DE-627 ger DE-627 rda eng 690 DE-600 56.22 bkl Becerril García, David verfasserin aut Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Joint performance in plastic pipelines for gravity flow applications is relevant since it influences the entire system. Various research studies have demonstrated that gasketed bell and spigot joints in plastic pipelines could be subjected to combinations of shear force, rotation, and diameter change under field conditions, requirements that are not considered by current North American standards. These demands and their magnitudes are influence by the joint configuration and the stiffness of their components. This study aims to assess the structural and leakage performance of gasketed bell and spigot joints in 315-mm polyvinyl chloride (PVC) pipelines with different wall thicknesses when subjected to expected field demands under internal and external pressure. It was observed that the magnitudes of shear force that caused joint leakage could develop across PVC joints under reasonable field conditions; wall thickness influenced this demand. It was also noticed that the response of the examined joints differs significantly from other joints with similar diameters and configurations employed for similar applications. Joint Leakage Testing PVC Gravity flow pipe Sanitary sewer Cortés-Pérez, Jacinto verfasserin aut Enthalten in Tunnelling and underground space technology Amsterdam [u.a.] : Elsevier Science, 1986 122 Online-Ressource (DE-627)320620808 (DE-600)2022637-8 (DE-576)259485365 1878-4364 nnns volume:122 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.22 Unterirdisches Bauen Tunnelbau AR 122
allfields_unstemmed	10.1016/j.tust.2022.104397 doi (DE-627)ELV007420684 (ELSEVIER)S0886-7798(22)00037-2 DE-627 ger DE-627 rda eng 690 DE-600 56.22 bkl Becerril García, David verfasserin aut Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Joint performance in plastic pipelines for gravity flow applications is relevant since it influences the entire system. Various research studies have demonstrated that gasketed bell and spigot joints in plastic pipelines could be subjected to combinations of shear force, rotation, and diameter change under field conditions, requirements that are not considered by current North American standards. These demands and their magnitudes are influence by the joint configuration and the stiffness of their components. This study aims to assess the structural and leakage performance of gasketed bell and spigot joints in 315-mm polyvinyl chloride (PVC) pipelines with different wall thicknesses when subjected to expected field demands under internal and external pressure. It was observed that the magnitudes of shear force that caused joint leakage could develop across PVC joints under reasonable field conditions; wall thickness influenced this demand. It was also noticed that the response of the examined joints differs significantly from other joints with similar diameters and configurations employed for similar applications. Joint Leakage Testing PVC Gravity flow pipe Sanitary sewer Cortés-Pérez, Jacinto verfasserin aut Enthalten in Tunnelling and underground space technology Amsterdam [u.a.] : Elsevier Science, 1986 122 Online-Ressource (DE-627)320620808 (DE-600)2022637-8 (DE-576)259485365 1878-4364 nnns volume:122 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.22 Unterirdisches Bauen Tunnelbau AR 122
allfieldsGer	10.1016/j.tust.2022.104397 doi (DE-627)ELV007420684 (ELSEVIER)S0886-7798(22)00037-2 DE-627 ger DE-627 rda eng 690 DE-600 56.22 bkl Becerril García, David verfasserin aut Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Joint performance in plastic pipelines for gravity flow applications is relevant since it influences the entire system. Various research studies have demonstrated that gasketed bell and spigot joints in plastic pipelines could be subjected to combinations of shear force, rotation, and diameter change under field conditions, requirements that are not considered by current North American standards. These demands and their magnitudes are influence by the joint configuration and the stiffness of their components. This study aims to assess the structural and leakage performance of gasketed bell and spigot joints in 315-mm polyvinyl chloride (PVC) pipelines with different wall thicknesses when subjected to expected field demands under internal and external pressure. It was observed that the magnitudes of shear force that caused joint leakage could develop across PVC joints under reasonable field conditions; wall thickness influenced this demand. It was also noticed that the response of the examined joints differs significantly from other joints with similar diameters and configurations employed for similar applications. Joint Leakage Testing PVC Gravity flow pipe Sanitary sewer Cortés-Pérez, Jacinto verfasserin aut Enthalten in Tunnelling and underground space technology Amsterdam [u.a.] : Elsevier Science, 1986 122 Online-Ressource (DE-627)320620808 (DE-600)2022637-8 (DE-576)259485365 1878-4364 nnns volume:122 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.22 Unterirdisches Bauen Tunnelbau AR 122
allfieldsSound	10.1016/j.tust.2022.104397 doi (DE-627)ELV007420684 (ELSEVIER)S0886-7798(22)00037-2 DE-627 ger DE-627 rda eng 690 DE-600 56.22 bkl Becerril García, David verfasserin aut Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Joint performance in plastic pipelines for gravity flow applications is relevant since it influences the entire system. Various research studies have demonstrated that gasketed bell and spigot joints in plastic pipelines could be subjected to combinations of shear force, rotation, and diameter change under field conditions, requirements that are not considered by current North American standards. These demands and their magnitudes are influence by the joint configuration and the stiffness of their components. This study aims to assess the structural and leakage performance of gasketed bell and spigot joints in 315-mm polyvinyl chloride (PVC) pipelines with different wall thicknesses when subjected to expected field demands under internal and external pressure. It was observed that the magnitudes of shear force that caused joint leakage could develop across PVC joints under reasonable field conditions; wall thickness influenced this demand. It was also noticed that the response of the examined joints differs significantly from other joints with similar diameters and configurations employed for similar applications. Joint Leakage Testing PVC Gravity flow pipe Sanitary sewer Cortés-Pérez, Jacinto verfasserin aut Enthalten in Tunnelling and underground space technology Amsterdam [u.a.] : Elsevier Science, 1986 122 Online-Ressource (DE-627)320620808 (DE-600)2022637-8 (DE-576)259485365 1878-4364 nnns volume:122 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.22 Unterirdisches Bauen Tunnelbau AR 122
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author	Becerril García, David
spellingShingle	Becerril García, David ddc 690 bkl 56.22 misc Joint misc Leakage misc Testing misc PVC misc Gravity flow pipe misc Sanitary sewer Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes
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topic_title	690 DE-600 56.22 bkl Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes Joint Leakage Testing PVC Gravity flow pipe Sanitary sewer
topic	ddc 690 bkl 56.22 misc Joint misc Leakage misc Testing misc PVC misc Gravity flow pipe misc Sanitary sewer
topic_unstemmed	ddc 690 bkl 56.22 misc Joint misc Leakage misc Testing misc PVC misc Gravity flow pipe misc Sanitary sewer
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title	Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes
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title_full	Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes
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title_sort	influence of wall thickness on the response of gasketed bell and spigot joint in small diameter pvc pipes subjected to a combination of shear, rotation, and diameter changes
title_auth	Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes
abstract	Joint performance in plastic pipelines for gravity flow applications is relevant since it influences the entire system. Various research studies have demonstrated that gasketed bell and spigot joints in plastic pipelines could be subjected to combinations of shear force, rotation, and diameter change under field conditions, requirements that are not considered by current North American standards. These demands and their magnitudes are influence by the joint configuration and the stiffness of their components. This study aims to assess the structural and leakage performance of gasketed bell and spigot joints in 315-mm polyvinyl chloride (PVC) pipelines with different wall thicknesses when subjected to expected field demands under internal and external pressure. It was observed that the magnitudes of shear force that caused joint leakage could develop across PVC joints under reasonable field conditions; wall thickness influenced this demand. It was also noticed that the response of the examined joints differs significantly from other joints with similar diameters and configurations employed for similar applications.
abstractGer	Joint performance in plastic pipelines for gravity flow applications is relevant since it influences the entire system. Various research studies have demonstrated that gasketed bell and spigot joints in plastic pipelines could be subjected to combinations of shear force, rotation, and diameter change under field conditions, requirements that are not considered by current North American standards. These demands and their magnitudes are influence by the joint configuration and the stiffness of their components. This study aims to assess the structural and leakage performance of gasketed bell and spigot joints in 315-mm polyvinyl chloride (PVC) pipelines with different wall thicknesses when subjected to expected field demands under internal and external pressure. It was observed that the magnitudes of shear force that caused joint leakage could develop across PVC joints under reasonable field conditions; wall thickness influenced this demand. It was also noticed that the response of the examined joints differs significantly from other joints with similar diameters and configurations employed for similar applications.
abstract_unstemmed	Joint performance in plastic pipelines for gravity flow applications is relevant since it influences the entire system. Various research studies have demonstrated that gasketed bell and spigot joints in plastic pipelines could be subjected to combinations of shear force, rotation, and diameter change under field conditions, requirements that are not considered by current North American standards. These demands and their magnitudes are influence by the joint configuration and the stiffness of their components. This study aims to assess the structural and leakage performance of gasketed bell and spigot joints in 315-mm polyvinyl chloride (PVC) pipelines with different wall thicknesses when subjected to expected field demands under internal and external pressure. It was observed that the magnitudes of shear force that caused joint leakage could develop across PVC joints under reasonable field conditions; wall thickness influenced this demand. It was also noticed that the response of the examined joints differs significantly from other joints with similar diameters and configurations employed for similar applications.
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title_short	Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes
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doi_str	10.1016/j.tust.2022.104397
up_date	2024-07-07T00:41:21.339Z
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Various research studies have demonstrated that gasketed bell and spigot joints in plastic pipelines could be subjected to combinations of shear force, rotation, and diameter change under field conditions, requirements that are not considered by current North American standards. These demands and their magnitudes are influence by the joint configuration and the stiffness of their components. This study aims to assess the structural and leakage performance of gasketed bell and spigot joints in 315-mm polyvinyl chloride (PVC) pipelines with different wall thicknesses when subjected to expected field demands under internal and external pressure. It was observed that the magnitudes of shear force that caused joint leakage could develop across PVC joints under reasonable field conditions; wall thickness influenced this demand. 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Influence of wall thickness on the response of gasketed bell and spigot joint in small diameter PVC pipes subjected to a combination of shear, rotation, and diameter changes

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