This working site is open-pit mining,located in Johannesburg,South Africa.According to the actual conditions of customer's site and their demand,we configure two sets of mobile crushers,and Siemens electric control cabinet.After a few days commissioning the equipment run stable and the final products meet customer's demand.Our customer is quite satisfied.
|Processing type:||Excavator->Feeder->Primary Jaw Crusher->Screening->Secondary HP Cone Crusher|
|Processing material:||Manganese ore(40% grade)||Primary feeding size:||720mm|
|Mining scheme:||Open-pit||Finished product size:||-40mm|
|Mode of transport:||Train->Shipping|
|Supply Scope:||Primary mobile jaw crushing station:GZD1300*4900,Jaw Crusher PEW860 Secondary mobile cone crushing & screening station:HPT300,Vibrating Screen 3YZS1860 SIEMENS electric control cabinet Belt conveyor|
May 3, 2013 document anticipated geotechnical conditions based upon site reconnaissance geologic hazards, and the preliminary geotechnical conclusions and . both primary and secondary seismic hazards on the project. Discuss.
Soils, geology and seismicity conditions are important aspects of all San Jose, and Santa Clara County dealing with geotechnical conditions in the Bay Area.. To reduce the primary and secondary risks associated with seismically induced.
Oct 1, 2013 Compression indexes (primary, secondary and recompression); and .. from a nearby site with similar geologic and soil conditions. The length
Dec 8, 2012 ENGEO prepared this geotechnical feasibility report for the proposed high-rise development adjacent .. classified as primary and secondary.
An adequate assessment of site geologic and geotechnical conditions is one of the most important appropriateness and level of geotechnical investigations and studies for dams.. Secondary effects may include volcanically . The sections should also emphasize geologic structure and show depths of primary and.
ENGEO prepared this geotechnical report for the Panoche Valley Solar Farm as outlined in our agreement dated February 19, 2010. We characterized the subsurface conditions at the site to .. We mapped the geology and summarize our major findings on the Site Plan, Figure 3. . classified as primary and secondary.
Journal of Rock Mechanics and Geotechnical Engineering The geological conditions of subsea tunnels are rather difficult to accurately explore because of . The primary fracture and especially the secondary fracture do not always appear
2.3 Geotechnical design for unreinforced embankments . .. (under similar geological conditions) or shall be demonstrated to be appropriate for the site conditions. investigated with respect to both primary and secondary settlements. ii.
geotechnical characterization and anticipated tunneling conditions and presents primary geologic units along the tunnel alignment. .. The primary-secondary.
Review of available geologic and geotechnical data pertinent to the project site; Discussion of the site surface and subsurface geotechnical conditions.. structural fill (primary or secondary) shall not be constructed on undocumented fill
Copyright© 2004-2017 by China LM Heavy Industry Science and Technology Co. LTD All rights reserved
0086-371-86162511 Email:[email protected] Google+