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Soil mechanics / Mining engineering / Shear strength / Slope stability analysis / Geological Strength Index / Slope stability / Bed / Joint / Persistence / Geology / Geotechnical engineering / Rock mass classification


Document Date: 2012-03-24 00:56:08

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City

Davenport / Ottawa / New York / Rotterdam / Oxford / Washington / DC / Albuquerque / Allen / Vancouver / Radford / Toronto / São Paulo / London / Sarma / Wiley / Reliability / /

Company

Hoek / Palisade Corporation / Brown / Bieniawski / McGraw-Hill / Sandia Laboratories / Spon Press / /

Country

Netherlands / Brazil / Canada / United Kingdom / /

Currency

USD / /

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Facility

University of Toronto Press / /

IndustryTerm

analytical tools / geotechnical applications / limit-equilibrium solution / active and abandoned metal mines / mining / infinite slope solution / /

Organization

Society for Rock Mechanics / Taylor & Francis / Brazilian Association of Soil Mechanics and Geotechnical Engineering / International Society / Rock Mechanics commission / International Society for Rock Mechanics / Canadian Geotechnical Society / Richmond / Congress / American Society of Civil Engineers / Transportation Research Board / Society of Petroleum Engineers / Univ. of British Columbia / University of Toronto Press / Toronto / 17th Tunnelling Association of Canada / /

Person

Hudson / Brendan R. Fisher / /

Position

General / shear-strength model for the toe breakout surface / engineer / corresponding author / Author / Professor / Geological Engineering / representative / /

ProvinceOrState

Texas / Virginia / British Columbia / New York / New Mexico / S. K. / /

Region

southern California / /

Technology

CRM / simulation / /

URL

http /

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