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Evaluate the RQD for the rock core shown below according to ASTM D6032. L- 100 mm - 80 mm L = 100 mm L-0 L= 300 mm L- 150 mm L=180 L- 250 mm Total Core Run = 1200 mm 66.7% Oa. b 96.7% 56.7% Od 71.7% Does not meet soundness Piecess 100 mm and highly weathered Mechanical break, - caused due to drilling operation No recovery

Evaluate the RQD for the rock core shown below according to ASTM D6032. L- 100 mm - 80 mm L = 100 mm L-0 L= 300 mm L- 150 mm L=180 L- 250 mm Total Core Run = 1200 mm 66.7% Oa. b 96.7% 56.7% Od 71.7% Does not meet soundness Piecess 100 mm and highly weathered Mechanical break, - caused due to drilling operation No recovery

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Evaluate the RQD for the rock core shown below according to ASTM D6032. L=0 L- 100 mm - 80 mm L = 100 mm L= 300 mm L= 150 mm L= 180 L- 250 mm Total Core Run = 1200 mm 66.7% Ob 96.7% Oc 56.7% Od. 71.7% Moving to onathu Does not meet soundness Pieces< 100 mm and highly weathered
Transcribed Image Text:Evaluate the RQD for the rock core shown below according to ASTM D6032. L=0 L- 100 mm - 80 mm L = 100 mm L= 300 mm L= 150 mm L= 180 L- 250 mm Total Core Run = 1200 mm 66.7% Ob 96.7% Oc 56.7% Od. 71.7% Moving to onathu Does not meet soundness Pieces< 100 mm and highly weathered
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