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Mechanics / Geotechnical engineering / Cone penetration test / Seismology / Standard penetration test / Geotechnical investigation / Seismic hazard / Earthquake / Seismic microzonation / Civil engineering / Geology / Earthquake engineering


DIFFICULTIES IN ASSESSING LIQUEFACTION POTENTIAL FROM CONVENTIONAL FIELD TESTING Dr. Peter W. Mitchell1 and Carly Moore2 1. BEng MEng PhD CPEng MIEAust, Senior Principal Geotechnical Engineer, URS Australia Pty Ltd, Adel
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Document Date: 2013-11-30 06:24:34

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City

Davis / Victoria / Vancouver / Perth / London / Adelaide / Beachport / /

Company

URS Australia Pty Ltd. / Adelaide SA / Pak-Poy & Kneebone Pty Ltd / BiTech Publishers Ltd. / WorleyParsons Services Pty Ltd / /

Country

Australia / /

Event

Natural Disaster / /

Facility

Port Adelaide Area / /

IndustryTerm

soft soil site / industrial site / energy ratio / hammer energy coefficient / project site / hammer energy / /

NaturalFeature

Holocene / /

Organization

National Science Foundation / CPT FR / Royal Society of Victoria / Univ. of California / /

Person

Quitoriano / V / Matthew Duthy / Wald / Maria Pham / Brendan Scott / Leo Noicos / /

Position

Structural Engineer / driller / Senior Principal Geotechnical Engineer / head of drilling fluid / D.J. / adequate head / /

Product

Nikon D50 Digital Camera / /

ProvinceOrState

Western Australia / South Australia / California / Victoria / /

Region

South Australia / Western Australia / /

Technology

cone penetrometer / /

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