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Construction / Soil mechanics / Seismology / Structural engineering / Earthquakes / Soil liquefaction / Seismic hazard / Earthquake / Response spectrum / Mechanics / Civil engineering / Earthquake engineering


DYNAMIC ANALYSIS OF HEAP LEACH PAD UNDER HIGH PHREATIC LEVELS By: Jorge Castillo1, Dave Hallman2, Peter Byrne3, Denys Parra4. SUMMARY The occurance of high phreatic levels is not common in heap leach pads. However some s
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Document Date: 2012-07-13 14:05:03

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File Size: 1,12 MB

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City

Arequipa / /

Company

Sudbury / Itasca Consulting Group Inc. / Magnitude (Mw) Depth (Km) Station Comp / Vector Colorado LLC / /

Country

Canada / Peru / /

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Event

Natural Disaster / /

Facility

University of British Columbia / Reserva station / Embankment Seismic Response Maximum Displacement Flow / University of California / /

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IndustryTerm

energy input / /

NaturalFeature

Andes Mountains / /

Organization

National Science Foundation / University of California / Berkeley / Civil Engineering Department / University of British Columbia / /

Person

Peter M. Byrne / Jorge Vanderghen / Lima Mw / /

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Position

castillo@vectoreng.com Senior Geotechnical Engineer / Principal / Professor Emeritus / Professor / representative / Senior Geotechnical Engineer / Engineering Manager / Manager / Vector Perú S.A.C. / /

Product

C-4 / A-3 / B-4 / C-3 / A-4 / B-3 / /

ProvinceOrState

British Columbia / California / Ontario / /

Technology

simulation / /

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