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WhatsAppGet PriceGet A QuoteChapter 2 – Embankment Design is an existing chapter (last revised June 1992) within Design Standards No. 13 and was revised as follows: Minor revisions to reflect current terminology Minor revisions to reflect latest state-of-practice Added photographs and drawings . DS-13(2)-10 refers to Design Standard No. 13, chapter 2, revision 10.
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WhatsAppGet PriceGet A QuoteIntact rock strength . The uniaxial compressive strength of a rock material constitutes the highest strength limit of the rock mass of which it forms a part. It is determined in accordance with the standard laboratory procedures. For the purpose of rock mass classification, the use of the well -known point load strength index can be useful as the
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WhatsAppGet PriceGet A Quotepattern. The rock will move forward normally to the rows of holes. If the holes are fired in oblique rows as in Figure 8-5, the rock mass would be thrown to the right during blasting. (Figure 8-4) Typical bench cut with two free faces and fired with one delay per row. (Figure 8-5) Direction of throw of blasted rock.
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WhatsAppGet PriceGet A Quotewhat is the rock mass strength. Knowledge of roc k mass strength is also important in the design of support systems as discussed in the next set of notes with regard to the concept of rock-support interaction. In general, rock mass strength depends on the strength of intact rock and the strength of rock discontinuities.
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