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DIAMOND DRILLING FOR FOUNDATION EXPLORATION-Moye

If r is the distance from the hole within which flow conditions are essentially two dimensional and beyond which flow conditions are essentially spherically symmetrical in three dimensions, these results may be combined to give

appendix math part 4

Discussion

Mr. D. H. Stapledon (non-member).—Mr. Moye's excellent paper shows the very high standard of diamond drilling and geological procedures developed by the Engineering Geology Branch of the Snowy Mountains Authority. I have heard often from overseas visitors, and from Australians returning from study tours overseas, that Australian diamond coring equipment is the best in the world. Much of the credit for this must go to the Snowy Mountains Authority.

I would like to underline Mr. Moye's comments on the importance of boxing diamond drill cores in a systematic manner which shows clearly the extent and location of all core losses. The reasons for this, as set out by Mr. Moye, are quite obvious, but many organizations still persist with methods in which the core losses are hidden. To quote from the King Street Bridge report, those who persist with this latter practice are "taking serious risks".

Mr. T. H. Stephenson (Associate Member, Sydney Division).—

(1) Oriented Cores.—Some little experience elsewhere may be mentioned.

(i) "Performance of Auger Core Sampler" (Ref. D1). Con- clusion (c) states "...the sampler tube...does in fact rotate...".

(ii) The writer is aware of a case where certain equipment, expected to be used, at most, on a few adjacent sites, was dispersed

Details for this article:

Diamond Drilling for Foundation Exploration

X

Author: Moye, D.G. (1967)

Article Title: Diamond drilling for foundation exploration. Paper 2150 presented at I. E. Aust. Site Investigation Symposium, September 1966.

From: Civil Engineering Transactions, April, 1967

Other Available Articles

Engineering geology for the Snowy Mountains Scheme

Moye, D.G. (1955)

Engineering geology for the Snowy Mountains Scheme.

J.I.E.Aust., Vol. 27 No.10 pp287–298

Rock Mechanics in the Investigation and Construction of T.1 Underground Power Station, Snowy Mountains, Australia

Moye, D.G. (1958)

Rock Mechanics in the Investigation and Construction of T.1 Underground Power Station, Snowy Mountains, Australia

In Engineering Geology Case Histories No.3 123–54 Geological Society of America 69 (12) p.1617

Existence of high horizontal rock stresses in rock masses.

Moye, D.G. (1962)

Existence of high horizontal rock stresses in rock masses.

Proc. Third Australia-New Zealand Conference on Soil Mechanics and Foundation Engineering. pp 19–22

Seismic Activity in the Snowy Mountains Region and its Relationship to Geological Structures

J. R. Cleary, H. A. Doyle, D. G. Moye (1964)

SEISMIC ACTIVITY IN THE SNOWY MOUNTAINS REGION AND ITS RELATIONSHIP TO GEOLOGICAL STRUCTURES

Journal of the Geological Society of Australia

Unstable rock and its treatment in the Snowy Mountains Scheme.

Moye, D.G. (1965)

Unstable rock and its treatment in the Snowy Mountains Scheme.

Proc. 8th Commonwealth Mining and Metallurgical Congress, Australia & New Zealand. Vol. 6, p. 423–441.

Diamond drilling for foundation exploration

Moye, D.G. (1967)

Diamond drilling for foundation exploration.

Paper 2150 presented at I.E.Aust. Site Investigation Symposium, September 1966. In Civil Engineering Transactions, with Discussion, April 1967.

Geology in Practice

Moye, D.G. (1970)

Geology in Practice. Presidential Address Section 3, Geology, ANZAAS Meeting.

Australian Journal of Science, 32 (12) June, p454–461.

* This paper was presented when Dan had been Director of Exploration of BHP for 3 years.

Field and Laboratory Tests in Rock Mechanics

Alexander, L. G (1960)

Field and Laboratory Tests in Rock Mechanics

Proceedings, 3rd Australian-New Zealand Conference on Soil Mechanics and Foundation Engineering, Sydney Australia, 1960, pp. 161–168.

Discussion at Technical Session No. 9—Rock Mechanics

Alexander, L. G. Moye, D. G. (1960)

Discussion at Technical Session No. 9—Rock Mechanics

Proceedings, 3rd Australian-New Zealand Conference on Soil Mechanics and Foundation Engineering, Sydney Australia, 1960, pp. 254–250