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About Geotechnical Report
This report summarizes the results of a geological and geotechnical investigation of the crusher area at the Öksüt gold mine project site in Turkey. Borehole drilling and testing was conducted to characterize the soil and rock formations. The main formations were determined to be clayey colluvium soil, andesite, and agglomerate. Laboratory testing of samples informed the bearing capacity, settlement, liquefaction potential, and slope stability analyses. The primary crusher foundation was found to have a bearing capacity of 132 kPa and expected settlement of 6.56 cm. The secondary crusher was underlain by rock and had a higher bearing capacity without expected settlement. Slopes were also analyzed and recommended ratios provided for stability
Detailed Information
| Author: | ['Ed Qz'] |
|---|---|
| Publication Year: | 2017 |
| Pages: | 169 |
| Language: | English |
| Format: | |
| Price: | FREE |
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