INCORPORATION OF EARTHQUAKE SOURCE, PROPAGATION PATH AND SITE UNCERTAINTIES INTO ASSESSMENT OF...
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Transcript of INCORPORATION OF EARTHQUAKE SOURCE, PROPAGATION PATH AND SITE UNCERTAINTIES INTO ASSESSMENT OF...
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INCORPORATION OF EARTHQUAKE SOURCE,
PROPAGATION PATH AND SITE UNCERTAINTIES INTO
ASSESSMENT OF LIQUEFACTION POTENTIAL
Bob DarraghNick GregorWalt Silva
Pacific Engineering and AnalysisEl Cerrito, CA
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OBJECTIVE
EVALUATE QUALITATIVELY THREE METHODS
FOR LIQUEFACTION (TRIGGERING)
• ANDRUS AND STOKOE (2000): Vs
• KAYEN AND MITCHELL (1997): ARIAS INTENSITY, SPT
• SEED AND OTHERS (2001): CSR, SPT
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METHODEQUIVALENT LINEAR SITE RESPONSE
BLWN: RVT APPROACH
FINITE SOURCE
PARAMETRIC VARIATIONS IN MATERIAL PROPERTIES
STATISTICALLY RIGOROUS ASSESSMENT OF PARAMETERS THAT
CONTROL CYCLIC DEMANDS
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SITE SPECIFIC ANALYSES12 CASE STUDIES FROM 6 EARTHQUAKES
LOMA PRIETA: 5 SITES
3 EARTHQUAKES: WILDLIFE LIQUEFACTION
SUPERSTION HILLS (B): KORNBLOOM ROAD
NORTHRIDGE: 2 SITES
KOCAELI: ADAPARAZI
COMPARE FACTORS OF SAFETY ANDPROBABILITY OF LIQUEFACTION WITHVISUAL MANIFESTATIONS OF LIQUEFACTION
5 SITES LIQUEFIED (ALAMEDA NAVAL AIR STATION)
7 SITES DID NOT LIQUEFY (EMERYVILLE PACIFIC PARK PLAZA)
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REGIONAL ANALYSES
1995 KOBE EARTHQUAKE: 654 SITES
FINITE RUPTURE SIMULATIONS
RUPTURE DIRECTIVITY
DURATION
COMPARE FACTORS OF SAFETY ANDPROBABILITY OF LIQUEFACTIONWITH AREAL SURVEYS OF SAND BOILS
APPROPRIATE FOR LIQUEFACTION MAPPING STUDIES
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Model Bias estimates computed over the 25 recording sites (fault distance range of 1 to 158 km).
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Median estimates of peak acceleration values at the rock, hard, soft, and fill areas of Kobe, Nishinomiya, and Osaka.
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0 2 4 6 8 10 Kilometers
Arias Intensity (cm/sec)
<50
50 - 100
100 - 150
150 - 200
>200
Median estimates of Arias Intensity for the rock, hard, soft, and fill areas of Kobe, Nishinomiya, and Osaka.
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Zones of surface expression of ground failure (from Iwasaki, 1997).
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Median estimates of the factor of safety using the Andrus and Stokoe (2000) approach at the rock, hard, soft, and fill areas of Kobe, Nishinomiya, and Osaka.
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Median estimates of the factor of safety using the Kayen and Mitchell (1997) approach at the rock, hard, soft, and fill areas of Kobe, Nishinomiya, and Osaka.
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Median estimates of the factor of safety using the Seed et al. (2001) approach at the rock, hard, soft, and fill areas of Kobe, Nishinomiya, and Osaka.
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CONCLUSIONSALL 3 APPROACHES REPRESENT TOOLS TO QUANTIFY LIQUEFACTION
HAZARD AT REGIONAL SCALES
THE Vs BASED APPROACH WAS MORE ACCURATE
THE SPT APPROACHES WORKED RATHER WELL, GENERALLY BEINGCONSERVATIVE, CONSIDERING SPT DATA WERE NOT USEDDIRECTLY (3 CORRELATION MODELS OF Vs AND SPT)
REPORT
USGS AWARD No. 02HQGR0022
INCORPORATION OF EARTHQUAKE SOURCE, PROPAGATION PATH,AND SITE UNCERTAINTIES INTO ASSESSMENT OF LIQUEFACTIONPOTENTIAL; PHASE 1, VALIDATION
Silva, Darragh and Gregor (2005), 262 pp