Comparative Study on Shaking Table Tests for a Pile–Nuclear Island Structure under Different Soil Conditions

In this paper, the shaking table tests of a Seismic–Soil–Pile–Superstructure Interaction (SSPSI) in medium-soft and hard base soil were carried out. Silted clay with a unit weight of 1.70 g/cm<sup<3</sup< and a shear wave velocity of 175 m/s was adopted to simulate the medium-soft soil,...
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Autor*in:	Yunlun Sun [verfasserIn] Gang Wang [verfasserIn] Yougang Wang [verfasserIn] Jian Tu [verfasserIn] Liping Jing [verfasserIn] Wenhao Qi [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	nuclear island structure pile foundation shaking table test SSPSI

Übergeordnetes Werk:	In: Sustainability - MDPI AG, 2009, 15(2023), 15, p 11988
Übergeordnetes Werk:	volume:15 ; year:2023 ; number:15, p 11988

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/su151511988

Katalog-ID:	DOAJ093670974

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spelling	10.3390/su151511988 doi (DE-627)DOAJ093670974 (DE-599)DOAJd877481725f44fb0a5dd611e1e1376f3 DE-627 ger DE-627 rakwb eng TD194-195 TJ807-830 GE1-350 Yunlun Sun verfasserin aut Comparative Study on Shaking Table Tests for a Pile–Nuclear Island Structure under Different Soil Conditions 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, the shaking table tests of a Seismic–Soil–Pile–Superstructure Interaction (SSPSI) in medium-soft and hard base soil were carried out. Silted clay with a unit weight of 1.70 g/cm<sup<3</sup< and a shear wave velocity of 175 m/s was adopted to simulate the medium-soft soil, while the composite soil obtained by adding 20% quicklime to silted clay with a unit weight of 1.75 g/cm<sup<3</sup< and a shear wave velocity of 300 m/s was adopted to simulate the hard soil in the tests. By inputting the artificial seismic motion time history with different amplitudes synthesized by the RG1.60 response spectrum commonly used in nuclear power engineering to the models, the dynamic interaction characteristics and seismic response laws of the soil–pile–nuclear island structure in the medium-soft and hard base soil were compared, the internal force and deformation distribution characteristics of the pile foundation under different ground conditions were analyzed, and the site conditions and mechanism of seismic failure of the pile group foundation were described. The research results can provide a reference for site selection and seismic design of a nuclear power plant. nuclear island structure pile foundation shaking table test SSPSI Environmental effects of industries and plants Renewable energy sources Environmental sciences Gang Wang verfasserin aut Yougang Wang verfasserin aut Jian Tu verfasserin aut Liping Jing verfasserin aut Wenhao Qi verfasserin aut In Sustainability MDPI AG, 2009 15(2023), 15, p 11988 (DE-627)610604120 (DE-600)2518383-7 20711050 nnns volume:15 year:2023 number:15, p 11988 https://doi.org/10.3390/su151511988 kostenfrei https://doaj.org/article/d877481725f44fb0a5dd611e1e1376f3 kostenfrei https://www.mdpi.com/2071-1050/15/15/11988 kostenfrei https://doaj.org/toc/2071-1050 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 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_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2507 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_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4367 GBV_ILN_4700 AR 15 2023 15, p 11988
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allfieldsGer	10.3390/su151511988 doi (DE-627)DOAJ093670974 (DE-599)DOAJd877481725f44fb0a5dd611e1e1376f3 DE-627 ger DE-627 rakwb eng TD194-195 TJ807-830 GE1-350 Yunlun Sun verfasserin aut Comparative Study on Shaking Table Tests for a Pile–Nuclear Island Structure under Different Soil Conditions 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, the shaking table tests of a Seismic–Soil–Pile–Superstructure Interaction (SSPSI) in medium-soft and hard base soil were carried out. Silted clay with a unit weight of 1.70 g/cm<sup<3</sup< and a shear wave velocity of 175 m/s was adopted to simulate the medium-soft soil, while the composite soil obtained by adding 20% quicklime to silted clay with a unit weight of 1.75 g/cm<sup<3</sup< and a shear wave velocity of 300 m/s was adopted to simulate the hard soil in the tests. By inputting the artificial seismic motion time history with different amplitudes synthesized by the RG1.60 response spectrum commonly used in nuclear power engineering to the models, the dynamic interaction characteristics and seismic response laws of the soil–pile–nuclear island structure in the medium-soft and hard base soil were compared, the internal force and deformation distribution characteristics of the pile foundation under different ground conditions were analyzed, and the site conditions and mechanism of seismic failure of the pile group foundation were described. The research results can provide a reference for site selection and seismic design of a nuclear power plant. nuclear island structure pile foundation shaking table test SSPSI Environmental effects of industries and plants Renewable energy sources Environmental sciences Gang Wang verfasserin aut Yougang Wang verfasserin aut Jian Tu verfasserin aut Liping Jing verfasserin aut Wenhao Qi verfasserin aut In Sustainability MDPI AG, 2009 15(2023), 15, p 11988 (DE-627)610604120 (DE-600)2518383-7 20711050 nnns volume:15 year:2023 number:15, p 11988 https://doi.org/10.3390/su151511988 kostenfrei https://doaj.org/article/d877481725f44fb0a5dd611e1e1376f3 kostenfrei https://www.mdpi.com/2071-1050/15/15/11988 kostenfrei https://doaj.org/toc/2071-1050 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 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_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2507 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_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4367 GBV_ILN_4700 AR 15 2023 15, p 11988
allfieldsSound	10.3390/su151511988 doi (DE-627)DOAJ093670974 (DE-599)DOAJd877481725f44fb0a5dd611e1e1376f3 DE-627 ger DE-627 rakwb eng TD194-195 TJ807-830 GE1-350 Yunlun Sun verfasserin aut Comparative Study on Shaking Table Tests for a Pile–Nuclear Island Structure under Different Soil Conditions 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, the shaking table tests of a Seismic–Soil–Pile–Superstructure Interaction (SSPSI) in medium-soft and hard base soil were carried out. Silted clay with a unit weight of 1.70 g/cm<sup<3</sup< and a shear wave velocity of 175 m/s was adopted to simulate the medium-soft soil, while the composite soil obtained by adding 20% quicklime to silted clay with a unit weight of 1.75 g/cm<sup<3</sup< and a shear wave velocity of 300 m/s was adopted to simulate the hard soil in the tests. By inputting the artificial seismic motion time history with different amplitudes synthesized by the RG1.60 response spectrum commonly used in nuclear power engineering to the models, the dynamic interaction characteristics and seismic response laws of the soil–pile–nuclear island structure in the medium-soft and hard base soil were compared, the internal force and deformation distribution characteristics of the pile foundation under different ground conditions were analyzed, and the site conditions and mechanism of seismic failure of the pile group foundation were described. The research results can provide a reference for site selection and seismic design of a nuclear power plant. nuclear island structure pile foundation shaking table test SSPSI Environmental effects of industries and plants Renewable energy sources Environmental sciences Gang Wang verfasserin aut Yougang Wang verfasserin aut Jian Tu verfasserin aut Liping Jing verfasserin aut Wenhao Qi verfasserin aut In Sustainability MDPI AG, 2009 15(2023), 15, p 11988 (DE-627)610604120 (DE-600)2518383-7 20711050 nnns volume:15 year:2023 number:15, p 11988 https://doi.org/10.3390/su151511988 kostenfrei https://doaj.org/article/d877481725f44fb0a5dd611e1e1376f3 kostenfrei https://www.mdpi.com/2071-1050/15/15/11988 kostenfrei https://doaj.org/toc/2071-1050 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 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_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2507 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_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4367 GBV_ILN_4700 AR 15 2023 15, p 11988
language	English
source	In Sustainability 15(2023), 15, p 11988 volume:15 year:2023 number:15, p 11988
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authorswithroles_txt_mv	Yunlun Sun @@aut@@ Gang Wang @@aut@@ Yougang Wang @@aut@@ Jian Tu @@aut@@ Liping Jing @@aut@@ Wenhao Qi @@aut@@
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callnumber-first	T - Technology
author	Yunlun Sun
spellingShingle	Yunlun Sun misc TD194-195 misc TJ807-830 misc GE1-350 misc nuclear island structure misc pile foundation misc shaking table test misc SSPSI misc Environmental effects of industries and plants misc Renewable energy sources misc Environmental sciences Comparative Study on Shaking Table Tests for a Pile–Nuclear Island Structure under Different Soil Conditions
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topic_title	TD194-195 TJ807-830 GE1-350 Comparative Study on Shaking Table Tests for a Pile–Nuclear Island Structure under Different Soil Conditions nuclear island structure pile foundation shaking table test SSPSI
topic	misc TD194-195 misc TJ807-830 misc GE1-350 misc nuclear island structure misc pile foundation misc shaking table test misc SSPSI 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 nuclear island structure misc pile foundation misc shaking table test misc SSPSI misc Environmental effects of industries and plants misc Renewable energy sources misc Environmental sciences
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title	Comparative Study on Shaking Table Tests for a Pile–Nuclear Island Structure under Different Soil Conditions
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title_full	Comparative Study on Shaking Table Tests for a Pile–Nuclear Island Structure under Different Soil Conditions
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author_browse	Yunlun Sun Gang Wang Yougang Wang Jian Tu Liping Jing Wenhao Qi
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title_sort	comparative study on shaking table tests for a pile–nuclear island structure under different soil conditions
callnumber	TD194-195
title_auth	Comparative Study on Shaking Table Tests for a Pile–Nuclear Island Structure under Different Soil Conditions
abstract	In this paper, the shaking table tests of a Seismic–Soil–Pile–Superstructure Interaction (SSPSI) in medium-soft and hard base soil were carried out. Silted clay with a unit weight of 1.70 g/cm<sup<3</sup< and a shear wave velocity of 175 m/s was adopted to simulate the medium-soft soil, while the composite soil obtained by adding 20% quicklime to silted clay with a unit weight of 1.75 g/cm<sup<3</sup< and a shear wave velocity of 300 m/s was adopted to simulate the hard soil in the tests. By inputting the artificial seismic motion time history with different amplitudes synthesized by the RG1.60 response spectrum commonly used in nuclear power engineering to the models, the dynamic interaction characteristics and seismic response laws of the soil–pile–nuclear island structure in the medium-soft and hard base soil were compared, the internal force and deformation distribution characteristics of the pile foundation under different ground conditions were analyzed, and the site conditions and mechanism of seismic failure of the pile group foundation were described. The research results can provide a reference for site selection and seismic design of a nuclear power plant.
abstractGer	In this paper, the shaking table tests of a Seismic–Soil–Pile–Superstructure Interaction (SSPSI) in medium-soft and hard base soil were carried out. Silted clay with a unit weight of 1.70 g/cm<sup<3</sup< and a shear wave velocity of 175 m/s was adopted to simulate the medium-soft soil, while the composite soil obtained by adding 20% quicklime to silted clay with a unit weight of 1.75 g/cm<sup<3</sup< and a shear wave velocity of 300 m/s was adopted to simulate the hard soil in the tests. By inputting the artificial seismic motion time history with different amplitudes synthesized by the RG1.60 response spectrum commonly used in nuclear power engineering to the models, the dynamic interaction characteristics and seismic response laws of the soil–pile–nuclear island structure in the medium-soft and hard base soil were compared, the internal force and deformation distribution characteristics of the pile foundation under different ground conditions were analyzed, and the site conditions and mechanism of seismic failure of the pile group foundation were described. The research results can provide a reference for site selection and seismic design of a nuclear power plant.
abstract_unstemmed	In this paper, the shaking table tests of a Seismic–Soil–Pile–Superstructure Interaction (SSPSI) in medium-soft and hard base soil were carried out. Silted clay with a unit weight of 1.70 g/cm<sup<3</sup< and a shear wave velocity of 175 m/s was adopted to simulate the medium-soft soil, while the composite soil obtained by adding 20% quicklime to silted clay with a unit weight of 1.75 g/cm<sup<3</sup< and a shear wave velocity of 300 m/s was adopted to simulate the hard soil in the tests. By inputting the artificial seismic motion time history with different amplitudes synthesized by the RG1.60 response spectrum commonly used in nuclear power engineering to the models, the dynamic interaction characteristics and seismic response laws of the soil–pile–nuclear island structure in the medium-soft and hard base soil were compared, the internal force and deformation distribution characteristics of the pile foundation under different ground conditions were analyzed, and the site conditions and mechanism of seismic failure of the pile group foundation were described. The research results can provide a reference for site selection and seismic design of a nuclear power plant.
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title_short	Comparative Study on Shaking Table Tests for a Pile–Nuclear Island Structure under Different Soil Conditions
url	https://doi.org/10.3390/su151511988 https://doaj.org/article/d877481725f44fb0a5dd611e1e1376f3 https://www.mdpi.com/2071-1050/15/15/11988 https://doaj.org/toc/2071-1050
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Comparative Study on Shaking Table Tests for a Pile–Nuclear Island Structure under Different Soil Conditions

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