SEISMIC SOIL LIQUEFACTION TRIGGERING SPT LEGACY CASE HISTORY SITES
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1 SEISMIC SOIL LIQUEFACTION TRIGGERING SPT LEGACY CASE HISTORY SITES NGL: NEXT GENERATION LIQUEFACTION DATABASE DEVELOPMENT AND IMPLICATIONS FOR ENGINEERING MODELS P R O F. D R. K E M A L O N D E R C ETI N & M A K B U L E I L G A C, P h. D. S T U D E N T M i d d l e E a s t Te c h n i c a l U n i v e r s i t y C i v i l E n g i n e e r ı n g D e p a r t m e n t
2 SPT Legacy Case Histories
3 SPT Case History Dataset 13
4 Data in Brief: Cetin et al. (2018) Cetin KO, Seed RB, Kayen RE, Moss RES, Bilge HT, Ilgac M, Chowdhury K. Dataset on SPT-based seismic soil liquefaction, Data in Brief, Elsevier, Vol. 20, , October 2018.
5 Cetin et al. (2018) Database
6 A Summary of Seismic Soil Liquefaction Field Case History Data Earthquake: 1948 Fukui Magnitude: 7.0 (Mw) USGS Centennial Earthquake Catalog Location: Shonenji Temple References: Kishida (1969) Hamada et al (1989) Nature of Failure: " eruption of water and sand volcanoes were quite promonent, and the main building of the temple settled 0.30 m" Comments: The epicenter of the earthquake is located 5 kms east of Fukui City. The seismic intensity of shaking was estimated as JMAIS V-VI. A PGA value of 0.4 g was adopted by Seed et al (84) Shonenji Temple and Agricultural Union sites are 500 m apart. Kishida (1969) predicted the critical zone to be from 1-4 m based on: Effective overburden pressure<2.0 kg/cm2 D r <75% Saturated coarse grained soil with U c <10 and 0.074mm<D 50 <2.0 mm SPT energy was estimated as 70 % by Seed et al. (84)
7 A Summary of Seismic Soil Liquefaction Field Case History Data
8 DEPTH (M) A Summary of Seismic Soil Liquefaction Field Case History Data Depth (m) Soil Profile Depth (m) N 0.0 Very Fine Sand Fine Sand Fine Sand Fine Sand Medium Sand Coarse Sand with Gravel Sandy Clay Fine Sand (N1)
9 Cetin et al. (2018) Database Statistics d crt =4.9± 0.6 m
10 Cetin et al. (2018) Database Statistics FC= 16.6 ± 4.2
11 Cetin et al. (2018) Database Statistics N1,60= 15.1 ± 3.1
12 Cetin et al. (2018) Database Statistics a max = 0.24 ± 0.05 d crt = 5 ± 1 m
13 Cetin et al. (2018) Database Statistics s v= 60.6 ± 5.6 kpa
14 Cetin et al. (2018) Database Statistics s v = 89.7 ± 10.6 kpa d crt = 5 ± 1 m
15 Cetin et al. (2018) Database Statistics V s = 191 m/s
16 Cetin et al. (2018) Database Statistics r d = 0.91 ± 0.06 d crt = 5 ± 1 m
17 Cetin et al. (2018) Database Statistics M w = 7.09
18 Cetin et al. (2018) Database Statistics CSR = ± 0.05 d crt = 5 ± 1 m
19 Cetin et al. (2018) Database Excluded 1. Akita Station (2)POOR 2. Aomori PortPOOR 3. Hososhima_Agust7POOR 4. Hososhima_April1POOR 5. Ohama No. 1 (1)POOR 6. Ohama No. 1 (2)POOR 7. Ohama No. 1 (3)POOR 8. Ohama No. 1 (4)POOR 9. Ohama No. 1 (5)POOR 10. Ohama No. 1 (58-22)POOR 11. Ohama No. 3 (1)POOR 12. Ohama No. 3 (3)&(4)POOR 13. Ohama No. 3 (3)POOR 14. Ohama No. 3 (4)POOR 15. Ohama No. Rvt. (2)POOR 16. Ohama No. Rvt. (3)POOR 17. TokachiPOOR 18. General OhsakiPOOR 19. Kawagishi-choPOOR 20. Balboa Blv Unit DPoor 21. Malden Street Unit D_Excluded 22. POOR_Agricultural Union 23. POOR_Takaya Poor_Shuang Tai Zi R. 25. POOR_Ashiyama A (Mountain Sand 2) 26. WildlifeB_Excluded 27. Pier ANoBL 28. Reservation PointNoBL 29. Ogaki 30. Hiyori-5Poor 31. Lake MercedPOOR 32. Vail-A_POOR 33. CaraballedaPOOR
20 Cetin et al. (2018) Database Excluded
21 Cetin et al. (2018) Database Excluded
22 Cetin et al. (2018) Database Excluded
23 dcrt. dcrt. Existing Database of Cetin et al. (2018) 0 2 N1, CSRMw=7.5,s'v=100kPA Liq. Marginal Nonliq. 6 8 Liq. Marginal Nonliq
24 dcrt. dcrt. Existing Database of Cetin et al. (2018) 0 Mw FC Liq. Marginal 6 Liq. Marginal 8 Nonliq. 8 Nonliq
25 Summary and comparison of overall case history weighted average input parameters
26 Depth (m) A Typical SPT Case History Site From Cetin et al. (2018) Database 0 M w =7.0 a max =0.24 ± 0.05 g GWT Typical Potentially Liquefiable Layer N 1,60 =15 ± 3 FC= 17 ± 4 % s v = 90 ± 11 kpa s v = 61 ± 6 kpa r d =0.9 ± 0.06 CSR=0.208 ±
27 NGL: Next Generation Liquefaction Database Development and Implications for Engineering Models
28 NGL: Next Generation Liquefaction Database Development and Implications for Engineering Models
29 NGL: Next Generation Liquefaction Database Development and Implications for Engineering Models
30 NGL: Next Generation Liquefaction Database Development and Implications for Engineering Models AlamedaDike Amatitlan B-3&4 Careenan St. B-12 McKim Ranch A Owi Island Panjin Ch. F. P. Quay Wall Site A RadioTowerB2 San Juan B-1 Shonenji_ngl_PZ
31 NGL: Next Generation Liquefaction Database Development and Implications for Engineering Models Case Number Earthquake Site Tohnankai M=8.0 Ienaga Tohnankai M=8.0 Komei Tohnankai M=8.0 Meiko Fukui M=7.3 Shonenji Temple Fukui M=7.3 Takaya Niigata M=7.5 Arayamotomachi Niigata M=7.5 Cc Niigata M=7.5 Cc Niigata M=7.5 Old Town Niigata M=7.5 Old Town Niigata M=7.5 Rail Road Niigata M=7.5 Rail Road Niigata M=7.5 River Site Niigata M=7.5 Road Site Niigata M=7.5 Showa Br Niigata M=7.5 Showa Br Tokachioki M=7.9 Hachinohe Tokachioki M=7.9 Hachinohe Tokachioki M=7.9 Hachinohe Tokachioki M=7.9 Nanaehama Tokachi-Oki M=7.9 Aomori Station San Fernando Mw=6.6 Juvenile Hall San Fernando Mw=6.6 Van Norman Haicheng Ms=7.3 Panjin Ch. F. P Haicheng Ms=7.3 Ying Kou G. F. P Haicheng Ms=7.3 Ying Kou P. P Guatemala M=7.5 Amatitlan B Guatemala M=7.5 Amatitlan B Guatemala M=7.5 Amatitlan B-3& Tangshan Ms=7.8 Coastal Region Tangshan Ms=7.8 Le Ting L Tangshan Ms=7.8 Luan Nan-L Tangshan Ms=7.8 Luan Nan-L Tangshan Ms=7.8 Qing Jia Ying Tangshan Ms=7.8 Tangshan City Tangshan Ms=7.8 Yao Yuan Village Argentina M=7.4 San Juan B Argentina M=7.4 San Juan B Argentina M=7.4 San Juan B Argentina M=7.4 San Juan B Argentina M=7.4 San Juan B Miyagiken-Oki M=6.7 Arahama Miyagiken-Oki M=6.7 Hiyori Miyagiken-Oki M=6.7 Ishinomaki Miyagiken-Oki M=6.7 Kitawabuchi Miyagiken-Oki M=6.7 Nakajima Miyagiken-Oki M=6.7 Nakamura Miyagiken-Oki M=6.7 Nakamura Miyagiken-Oki M=6.7 Oiiri Miyagiken-Oki M=6.7 Shiomi Miyagiken-Oki M=6.7 Yuriage Br Miyagiken-Oki M=6.7 Yuriage Br Miyagiken-Oki M=6.7 Yuriage Br Miyagiken-Oki M=6.7 Yuriagekami Miyagiken-Oki M=6.7 Yuriagekami Miyagiken-Oki M=7.4 Nakajima Miyagiken-Oki M=7.4 Arahama Miyagiken-Oki M=7.4 Hiyori Miyagiken-Oki M=7.4 Ishinomaki Miyagiken-Oki M=7.4 Ishinomaki Miyagiken-Oki M=7.4 Kitawabuchi Miyagiken-Oki M=7.4 Kitawabuchi Miyagiken-Oki M=7.4 Nakajima Miyagiken-Oki M=7.4 Nakamura Miyagiken-Oki M=7.4 Nakamura Miyagiken-Oki M=7.4 Nakamura Miyagiken-Oki M=7.4 Oiiri Miyagiken-Oki M=7.4 Shiomi Miyagiken-Oki M=7.4 Yuriage Br Miyagiken-Oki M=7.4 Yuriage Br Miyagiken-Oki M=7.4 Yuriage Br Miyagiken-Oki M=7.4 Yuriage Br Miyagiken-Oki M=7.4 Yuriagekami Miyagiken-Oki M=7.4 Yuriagekami Miyagiken-Oki M=7.4 Yuriagekami Imperial Valley ML=6.6 Heber Road A Imperial Valley ML=6.6 Heber Road A Imperial Valley ML=6.6 Heber Road A Imperial Valley ML=6.6 Kornbloom B Imperial Valley ML=6.6 McKim Ranch A Imperial Valley ML=6.6 Radio Tower B Imperial Valley ML=6.6 Radio Tower B Imperial Valley ML=6.6 River Park A Mid-Chiba M=6.1 Owi Mid-Chiba M=6.1 Owi WestMorlandML=5.6 KornbloomB Westmorland ML=5.6 Radio Tower B Westmorland ML=5.6 Radio Tower B Westmorland ML=5.6 River Park A WestMorlandML=5.6 River Park C WestMorlandML=5.6 Wildlife B Westmorland ML=5.6 McKimRanch A Nihonkai-Chubu M=7.1 Arayamotomachi Nihonkai-Chubu M=7.1 Arayamotomachi Coarse Sand Nihonkai-Chubu M=7.1 Takeda Elementary Sch Nihonkai-Chubu M=7.7 Akita Station Nihonkai-Chubu M=7.7 Aomori Station Nihonkai-Chubu M=7.7 Arayamotomachi Nihonkai-Chubu M=7.7 Gaiko1& Nihonkai-Chubu M=7.7 Gaiko Wharf B Nihonkai-Chubu M=7.7 Hakodate Nihonkai-Chubu M=7.7 Nakajima No. 1 (5) Nihonkai-Chubu M=7.7 Nakajima No. 2 (1) Nihonkai-Chubu M=7.7 Nakajima No. 2 (2) Nihonkai-Chubu M=7.7 Nakajima No. 3 (3) Nihonkai-Chubu M=7.7 Nakajima No. 3 (4) Nihonkai-Chubu M=7.7 Noshiro Section N Nihonkai-Chubu M=7.7 OhamaNo. 2 (2) Nihonkai-Chubu M=7.7 OhamaNo. Rvt. (1) Nihonkai-Chubu M=7.7 Takeda Elementary Sch Elmore Ranch Mw=6.2 Radio Tower B Elmore Ranch Mw=6.2 Wildlife B Superstition Hills Mw=6.7 Heber Road A Superstition Hills Mw=6.7 Heber Road A Superstition Hills Mw=6.7 Heber Road A Superstition Hills Mw=6.7 KornbloomB Superstition Hills Mw=6.7 McKimRanch A Superstition Hills Mw=6.6 Radio Tower B Superstition Hills Mw=6.7 Radio Tower B Superstition Hills Mw=6.7 River Park A Superstition Hills Mw=6.7 River Park C Superstition Hills Mw=6.6 Wildlife B Loma PrietaMw=7 Alameda BF Dike Loma Prieta Mw=7 Farris Farm Loma PrietaMw=7 Hall Avenue Loma PrietaMw=7 MBARI NO:3 EB Loma PrietaMw=7 MBARI NO:3 EB Loma PrietaMw=7 Miller Farm CMF Loma PrietaMw=7 Miller Farm CMF Loma PrietaMw=7 Miller Farm CMF Loma PrietaMw=7 Miller Farm CMF Loma PrietaMw=7 POO Loma PrietaMw=7 POO Loma PrietaMw=7 POR-2&3& Loma PrietaMw=7 SandholdtUC-B Loma PrietaMw=7 SFOBB-1& Loma PrietaMw=7 State Beach UC-B Loma PrietaMw=7 State Beach UC-B Loma PrietaMw=7 Treasure Island Loma PrietaMw=7 WoodMarineUC-B Loma PrietaMw=7 General Fish Loma PrietaMw=7 Marine Laboratory UC-B Loma PrietaMw=7 Marine Laboratory UC-B Loma PrietaMw=7 Marine Laboratory_F1-F Loma PrietaMw=7 MBARI N0.4-B4B5EB2EB Loma Prieta Mw=7 Miller Farm Luzon Mw=7.6 CereenanSt. B Luzon Mw=7.6 Perez Blv. B Kushiro-Oki Mw=8 Kushiro Port Seismo St Kushiro-Oki Mw=8 Kushiro Port Site A Kushiro-Oki Mw=8 Kushiro Port Site D Northridge Mw=6.7 Balboa Blv. Unit C Northridge Mw=6.7 PotreroCanyon C Northridge Mw=6.7 Wynne Ave. Unit C Hyogoken-NambuML=7.2 AshiyamaA (Mountain Sand 1) Hyogoken-NambuML=7.2 AshiyamaA (Marine Sand) Hyogoken-NambuML=7.2 AshiyamaC-D-E (Mountain Sand 2) Hyogoken-NambuML=7.2 AshiyamaC-D-E (Marine Sand) Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Kobe No Hyogoken-NambuML=7.2 Port Island Borehole Array Station Hyogoken-NambuML=7.2 Port Island Improved Site (Ikegaya) Hyogoken-NambuML=7.2 Port Island Improved Site (Tanahashi) Hyogoken-NambuML=7.2 Port Island Improved Site (Watanabe) Hyogoken-NambuML=7.2 Port Island Site I Hyogoken-NambuML=7.2 Rokko Island Building D Hyogoken-NambuML=7.2 Rokko Island Site G Hyogoken-NambuML=7.2 TorishimaDike
32 Issues (Mostly Difficulties) Specific to SPT & Legacy Sites SPT Digitize Soil Profile & Borelog Data SPT Procedures Laboratory Test Data (Grain size distribution, Consistency limits) LEGACY Seismic Events Not Part of NGA Database Global Coordinates Not Available Non standard lab test data (Chinese vs. ASTM) REVIEW OF UPLOADED CASE HISTORIES VERY IMPORTANT... THANKS TO THE PROJECT TEAM CASE SPECIFIC SOLUTIONS DEVELOPED...
33 Issues (Mostly Difficulties) Specific to SPT Legancy Sites SPT Digitize Soil Profile & Borelog Data SPT Procedures Laboratory Test Data (Grain size distribution, Consistency limits) LEGACY Seismic Events Not Part of NGA Database Global Coordinates Not Available Non standard lab test data (Chinese vs. ASTM) THANKS TO THE PROJECT TEAM CASE SPECIFIC SOLUTIONS DEVELOPED
34 Thank you...
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