Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground
SUMMARY In order to investigate the seismic failure characteristics of a structure on the liquefiable ground, a series of shaking table tests were conducted based on a plaster model of a three‐story and three‐span subway station. The dynamic responses of the structure and ground soil under main shoc...
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Published in | Earthquake engineering & structural dynamics Vol. 42; no. 10; pp. 1489 - 1507 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
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Chichester
Blackwell Publishing Ltd
01.08.2013
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Abstract | SUMMARY
In order to investigate the seismic failure characteristics of a structure on the liquefiable ground, a series of shaking table tests were conducted based on a plaster model of a three‐story and three‐span subway station. The dynamic responses of the structure and ground soil under main shock and aftershock ground motions were studied. The sand boils and waterspouts phenomena, ground surface cracks, and earthquake‐induced ground surface settlements were observed in the testing. For the structure, the upward movement, local damage and member cracking were obtained. Under the main shock, there appeared longer liquefaction duration for the ground soil while the pore pressure dissipated slowly. The acceleration amplification effect of the liquefied soil was weakened, and the soil showed a remarkable shock absorption and concentration effect with low frequency component of ground motion. However, under the aftershock, the dissipation of pore pressure in the ground soil became obvious. The peak acceleration of the structure reduced with the buried depth. Dynamic soil pressure on the side wall was smaller in the middle and larger at both ends. The interior column of the model structure was the weakest member. The peak strain and damage degree for both sides of the interior column exhibited an ‘S’ type distribution along the height. Moreover, the seismic response of both ground soil and subway station structure exhibited a remarkable spatial effect. The seismic damage development process and failure mechanism of the structure illustrated in this study can provide references for the engineers and researcher. Copyright © 2013 John Wiley & Sons, Ltd. |
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AbstractList | SUMMARY In order to investigate the seismic failure characteristics of a structure on the liquefiable ground, a series of shaking table tests were conducted based on a plaster model of a three-story and three-span subway station. The dynamic responses of the structure and ground soil under main shock and aftershock ground motions were studied. The sand boils and waterspouts phenomena, ground surface cracks, and earthquake-induced ground surface settlements were observed in the testing. For the structure, the upward movement, local damage and member cracking were obtained. Under the main shock, there appeared longer liquefaction duration for the ground soil while the pore pressure dissipated slowly. The acceleration amplification effect of the liquefied soil was weakened, and the soil showed a remarkable shock absorption and concentration effect with low frequency component of ground motion. However, under the aftershock, the dissipation of pore pressure in the ground soil became obvious. The peak acceleration of the structure reduced with the buried depth. Dynamic soil pressure on the side wall was smaller in the middle and larger at both ends. The interior column of the model structure was the weakest member. The peak strain and damage degree for both sides of the interior column exhibited an 'S' type distribution along the height. Moreover, the seismic response of both ground soil and subway station structure exhibited a remarkable spatial effect. The seismic damage development process and failure mechanism of the structure illustrated in this study can provide references for the engineers and researcher. Copyright © 2013 John Wiley & Sons, Ltd. [PUBLICATION ABSTRACT] SUMMARY In order to investigate the seismic failure characteristics of a structure on the liquefiable ground, a series of shaking table tests were conducted based on a plaster model of a three‐story and three‐span subway station. The dynamic responses of the structure and ground soil under main shock and aftershock ground motions were studied. The sand boils and waterspouts phenomena, ground surface cracks, and earthquake‐induced ground surface settlements were observed in the testing. For the structure, the upward movement, local damage and member cracking were obtained. Under the main shock, there appeared longer liquefaction duration for the ground soil while the pore pressure dissipated slowly. The acceleration amplification effect of the liquefied soil was weakened, and the soil showed a remarkable shock absorption and concentration effect with low frequency component of ground motion. However, under the aftershock, the dissipation of pore pressure in the ground soil became obvious. The peak acceleration of the structure reduced with the buried depth. Dynamic soil pressure on the side wall was smaller in the middle and larger at both ends. The interior column of the model structure was the weakest member. The peak strain and damage degree for both sides of the interior column exhibited an ‘S’ type distribution along the height. Moreover, the seismic response of both ground soil and subway station structure exhibited a remarkable spatial effect. The seismic damage development process and failure mechanism of the structure illustrated in this study can provide references for the engineers and researcher. Copyright © 2013 John Wiley & Sons, Ltd. SUMMARY In order to investigate the seismic failure characteristics of a structure on the liquefiable ground, a series of shaking table tests were conducted based on a plaster model of a three-story and three-span subway station. The dynamic responses of the structure and ground soil under main shock and aftershock ground motions were studied. The sand boils and waterspouts phenomena, ground surface cracks, and earthquake-induced ground surface settlements were observed in the testing. For the structure, the upward movement, local damage and member cracking were obtained. Under the main shock, there appeared longer liquefaction duration for the ground soil while the pore pressure dissipated slowly. The acceleration amplification effect of the liquefied soil was weakened, and the soil showed a remarkable shock absorption and concentration effect with low frequency component of ground motion. However, under the aftershock, the dissipation of pore pressure in the ground soil became obvious. The peak acceleration of the structure reduced with the buried depth. Dynamic soil pressure on the side wall was smaller in the middle and larger at both ends. The interior column of the model structure was the weakest member. The peak strain and damage degree for both sides of the interior column exhibited an 'S' type distribution along the height. Moreover, the seismic response of both ground soil and subway station structure exhibited a remarkable spatial effect. The seismic damage development process and failure mechanism of the structure illustrated in this study can provide references for the engineers and researcher. Copyright [copy 2013 John Wiley & Sons, Ltd. |
Author | Wang, Zhihua Zuo, Xi Du, Xiuli Chen, Guoxing Gao, Hongmei |
Author_xml | – sequence: 1 givenname: Guoxing surname: Chen fullname: Chen, Guoxing email: Correspondence to: Guoxing Chen, Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing, 210009, China., gxc6307@163.com organization: Institute of Geotechnical Engineering, Nanjing University of Technology, 210009, Nanjing, China – sequence: 2 givenname: Zhihua surname: Wang fullname: Wang, Zhihua organization: Institute of Geotechnical Engineering, Nanjing University of Technology, 210009, Nanjing, China – sequence: 3 givenname: Xi surname: Zuo fullname: Zuo, Xi organization: Institute of Geotechnical Engineering, Nanjing University of Technology, 210009, Nanjing, China – sequence: 4 givenname: Xiuli surname: Du fullname: Du, Xiuli organization: College of Architecture and Civil Engineering, Beijing University of Technology, 100022, Beijing, China – sequence: 5 givenname: Hongmei surname: Gao fullname: Gao, Hongmei organization: Institute of Geotechnical Engineering, Nanjing University of Technology, 210009, Nanjing, China |
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Cites_doi | 10.1016/S0958-9465(97)00018-8 10.3208/sandf.43.2_69 10.1016/S0886-7798(01)00051-7 10.2208/jsceseee.23.117s 10.1016/S0958-9465(97)00014-0 10.1061/(ASCE)1090-0241(2005)131:12(1522) 10.1061/40975(318)204 |
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Keywords | fissures failure characteristics damage aftershock subway station structure exhibits liquefaction earthquakes low frequency rupture settlement duration acceleration subways shaking table test pore pressure aftershocks soils strain models absorption testing main shock concentration ground motion mainshocks shaking table seismic response depth liquefiable ground sand boils |
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References | Ito K, Ohno S, Matsuda T. Seismic response of underground reinforced concrete structure-centrifuge model test and its analysis. Structural Engineering/Earthquake Engineering 2006; 23(1):117-124. Zuo X, Chen GX, Wang ZH, et al. Shaking table test on ground liquefaction effect of soil-subway station structure under near-fault and far-field ground motions. Rock and Soil Mechanics 2010; 31(12):3733-3740. Chen GX, Zuo X, Wang ZH, et al. Large scale shaking table test study of the dynamic damage behavior of subway station structure in liquefiable foundation under near-fault and far-field ground motions. China Civil Engineering Journal 2010; 43(12):120-126. Chen GX, Zuo X, Wang ZH, et al. Shaking table model test of subway station structure at liquefiable ground under far field and near field ground motion. Journal of Zhejiang University: Engineering Science 2010; 44(10):1955-1961. Yang LD, Ji QQ, Zhang YL, et al. Shaking table test on metro station structures in soft soil. Modern Tunneling Technology 2003; 40(1):7-11. Philip JM. Shaking Table Scale Model Tests of Nonlinear Soil-Pile-Superstructure Interaction in Soft Clay. University of California: Berkeley, 1998. Samata S, Ohuchi H, Matsuda T. Study of the damage of subway structures during the 1995 Hanshin-Awaji earthquake. Cement and Concrete Composites 1997; 19(3):223-239. An X, Shawsky AA, Maekawa K. Collapse mechanism of a subway station during the great Hanshin earthquake. Cement and Concrete Composites 1997; 19(3):241-257. Chen GX, Zhang HY, Du XL, et al. Analysis of large-scale shaking table test of dynamic soil-subway station interaction. Earthquake Engineering and Engineering Vibration 2007; 27(2):171-176. Zuo X, Yang SC, Chen GX. Analysis on evolution of nonlinear seismic damage of subway station structure. Earthquake Resistant Engineering and Retrofitting 2010; 32(1):110-116. Chen GX, Wang ZH, Zuo X, et al. Development of laminar shear soil container for shaking table tests. Chinese Journal of Geotechnical Engineering 2010; 32(1):89-97. Han XJ, Zuo X, Chen GX. 98 Channels' Dynamic signal acquisition system development for shaking table test based on virtual instrument technology. Journal of Disaster Prevention and Mitgation Engineering 2010; 30(5):503-508. Tamari Y, Towhata I. Seismic soil-structure interaction of cross sections of flexible underground structures subjected to soil liquefaction. Soil and Foundations 2003; 43(2):69-87. Wang DR. Study on Engineering Analytical Model and Numerical Simulation on Hypervelocity Penetration. University of science and technology of China: Hefei, 2002. Huo H, Bobet A, Fernández G, Ramírez J. Load transfer mechanisms between underground structure and surrounding ground: evaluation of the failure of the Daikai station. Journal of Geotechnical and Geoenvironmental Engineering 2005; 131(12):1522-1533. Wang XY, Liu WN, Zhang M. Study on the categorization and mechanism of seismic damage of underground structures. China Safety Science Journal 2003; 13(3):55-58. Hashash YMA, Hook JJ, Schmidt B, Yao JI-C. Seismic design and analysis of underground structures. Tunnelling and Underground Space Technology 2001; 16(4):247-293. Zuo X, Chen GX, Wang ZH, Du XL, Hong XX, Li FM. Shaking table test on the seismic response of subway station structure in soft sites under near and far field ground motion. China Civil Engineering Journal 2010; 43(s2):299-305. 2010; 44 2010; 43 2010; 32 2010; 31 2005; 131 2006; 23 2000 2003; 13 1997; 19 1998 2008 2001; 16 2002 2003; 40 2010; 30 2003; 43 2007; 27 Ito K (e_1_2_6_10_1) 2006; 23 Zuo X (e_1_2_6_21_1) 2010; 32 Yang LD (e_1_2_6_12_1) 2003; 40 Philip JM (e_1_2_6_18_1) 1998 Han XJ (e_1_2_6_20_1) 2010; 30 Zuo X (e_1_2_6_16_1) 2010; 31 Zuo X (e_1_2_6_17_1) 2010; 43 Chen GX (e_1_2_6_19_1) 2010; 32 Wang DR (e_1_2_6_22_1) 2002 Chen GX (e_1_2_6_14_1) 2010; 44 e_1_2_6_8_1 Chen GX (e_1_2_6_13_1) 2007; 27 An X (e_1_2_6_5_1) 1997; 19 Tamari Y (e_1_2_6_9_1) 2003; 43 e_1_2_6_4_1 Wang XY (e_1_2_6_2_1) 2003; 13 e_1_2_6_7_1 e_1_2_6_6_1 e_1_2_6_3_1 e_1_2_6_11_1 Chen GX (e_1_2_6_15_1) 2010; 43 |
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year: 2010 end-page: 305 article-title: Shaking table test on the seismic response of subway station structure in soft sites under near and far field ground motion publication-title: China Civil Engineering Journal – volume: 23 start-page: 117 issue: 1 year: 2006 end-page: 124 article-title: Seismic response of underground reinforced concrete structure—centrifuge model test and its analysis publication-title: Structural Engineering/Earthquake Engineering – volume: 43 start-page: 69 issue: 2 year: 2003 end-page: 87 article-title: Seismic soil‐structure interaction of cross sections of flexible underground structures subjected to soil liquefaction publication-title: Soil and Foundations – year: 2002 – year: 2008 – volume: 19 start-page: 223 issue: 3 year: 1997 end-page: 239 article-title: Study of the damage of subway structures during the 1995 Hanshin–Awaji earthquake publication-title: Cement and Concrete Composites – volume: 27 start-page: 171 issue: 2 year: 2007 end-page: 176 article-title: Analysis of large‐scale shaking table test of dynamic soil‐subway station interaction publication-title: Earthquake Engineering and Engineering Vibration – volume: 131 start-page: 1522 issue: 12 year: 2005 end-page: 1533 article-title: Load transfer mechanisms between underground structure and surrounding ground: evaluation of the failure of the Daikai station publication-title: Journal of Geotechnical and Geoenvironmental Engineering – volume: 19 start-page: 241 issue: 3 year: 1997 end-page: 257 article-title: Collapse mechanism of a subway station during the great Hanshin earthquake publication-title: Cement and Concrete Composites – volume: 44 start-page: 1955 issue: 10 year: 2010 end-page: 1961 article-title: Shaking table model test of subway station structure at liquefiable ground under far field and near field ground motion publication-title: Journal of Zhejiang University: Engineering Science – volume: 32 start-page: 110 issue: 1 year: 2010 end-page: 116 article-title: Analysis on evolution of nonlinear seismic damage of subway station structure publication-title: Earthquake Resistant Engineering and Retrofitting – volume: 31 start-page: 3733 issue: 12 year: 2010 end-page: 3740 article-title: Shaking table test on ground liquefaction effect of soil‐subway station structure under near‐fault and far‐field ground motions publication-title: Rock and Soil Mechanics – start-page: 1043 year: 2000 end-page: 1051 – volume: 30 start-page: 503 issue: 5 year: 2010 end-page: 508 article-title: 98 Channels' Dynamic signal acquisition system development for shaking table test based on virtual instrument technology publication-title: Journal of Disaster Prevention and Mitgation Engineering – volume: 16 start-page: 247 issue: 4 year: 2001 end-page: 293 article-title: Seismic design and analysis of underground structures publication-title: Tunnelling and Underground Space Technology – year: 1998 – ident: e_1_2_6_4_1 doi: 10.1016/S0958-9465(97)00018-8 – volume: 44 start-page: 1955 issue: 10 year: 2010 ident: e_1_2_6_14_1 article-title: Shaking table model test of subway station structure at liquefiable ground under far field and near field ground motion publication-title: Journal of Zhejiang University: Engineering Science contributor: fullname: Chen GX – volume: 40 start-page: 7 issue: 1 year: 2003 ident: e_1_2_6_12_1 article-title: Shaking table test on metro station structures in soft soil publication-title: Modern Tunneling Technology contributor: fullname: Yang LD – volume: 32 start-page: 110 issue: 1 year: 2010 ident: e_1_2_6_21_1 article-title: Analysis on evolution of nonlinear seismic damage of subway station structure publication-title: Earthquake Resistant Engineering and Retrofitting contributor: fullname: Zuo X – volume-title: Study on Engineering Analytical Model and Numerical Simulation on Hypervelocity Penetration year: 2002 ident: e_1_2_6_22_1 contributor: fullname: Wang DR – volume: 31 start-page: 3733 issue: 12 year: 2010 ident: e_1_2_6_16_1 article-title: Shaking table test on ground liquefaction effect of soil‐subway station structure under near‐fault and far‐field ground motions publication-title: Rock and Soil Mechanics contributor: fullname: Zuo X – volume: 13 start-page: 55 issue: 3 year: 2003 ident: e_1_2_6_2_1 article-title: Study on the categorization and mechanism of seismic damage of underground structures publication-title: China Safety Science Journal contributor: fullname: Wang XY – volume: 43 start-page: 69 issue: 2 year: 2003 ident: e_1_2_6_9_1 article-title: Seismic soil‐structure interaction of cross sections of flexible underground structures subjected to soil liquefaction publication-title: Soil and Foundations doi: 10.3208/sandf.43.2_69 contributor: fullname: Tamari Y – volume-title: Shaking Table Scale Model Tests of Nonlinear Soil‐Pile‐Superstructure Interaction in Soft Clay year: 1998 ident: e_1_2_6_18_1 contributor: fullname: Philip JM – ident: e_1_2_6_8_1 – volume: 32 start-page: 89 issue: 1 year: 2010 ident: e_1_2_6_19_1 article-title: Development of laminar shear soil container for shaking table tests publication-title: Chinese Journal of Geotechnical Engineering contributor: fullname: Chen GX – ident: e_1_2_6_6_1 doi: 10.1016/S0886-7798(01)00051-7 – volume: 43 start-page: 299 issue: 2 year: 2010 ident: e_1_2_6_17_1 article-title: Shaking table test on the seismic response of subway station structure in soft sites under near and far field ground motion publication-title: China Civil Engineering Journal contributor: fullname: Zuo X – volume: 23 start-page: 117 issue: 1 year: 2006 ident: e_1_2_6_10_1 article-title: Seismic response of underground reinforced concrete structure—centrifuge model test and its analysis publication-title: Structural Engineering/Earthquake Engineering doi: 10.2208/jsceseee.23.117s contributor: fullname: Ito K – volume: 19 start-page: 241 issue: 3 year: 1997 ident: e_1_2_6_5_1 article-title: Collapse mechanism of a subway station during the great Hanshin earthquake publication-title: Cement and Concrete Composites doi: 10.1016/S0958-9465(97)00014-0 contributor: fullname: An X – volume: 30 start-page: 503 issue: 5 year: 2010 ident: e_1_2_6_20_1 article-title: 98 Channels' Dynamic signal acquisition system development for shaking table test based on virtual instrument technology publication-title: Journal of Disaster Prevention and Mitgation Engineering contributor: fullname: Han XJ – ident: e_1_2_6_3_1 doi: 10.1061/(ASCE)1090-0241(2005)131:12(1522) – ident: e_1_2_6_11_1 doi: 10.1061/40975(318)204 – volume: 27 start-page: 171 issue: 2 year: 2007 ident: e_1_2_6_13_1 article-title: Analysis of large‐scale shaking table test of dynamic soil‐subway station interaction publication-title: Earthquake Engineering and Engineering Vibration contributor: fullname: Chen GX – ident: e_1_2_6_7_1 – volume: 43 start-page: 120 issue: 12 year: 2010 ident: e_1_2_6_15_1 article-title: Large scale shaking table test study of the dynamic damage behavior of subway station structure in liquefiable foundation under near‐fault and far‐field ground motions publication-title: China Civil Engineering Journal contributor: fullname: Chen GX |
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In order to investigate the seismic failure characteristics of a structure on the liquefiable ground, a series of shaking table tests were conducted... SUMMARY In order to investigate the seismic failure characteristics of a structure on the liquefiable ground, a series of shaking table tests were conducted... |
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SubjectTerms | aftershock Dissipation Dynamics Earth sciences Earth, ocean, space Earthquakes, seismology Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Failure failure characteristics Ground stations Grounds Internal geophysics liquefiable ground main shock Sand shaking table test Soil (material) subway station structure Subway stations |
Title | Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground |
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