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Engineering Geology for the Snowy Mountains Scheme

These data, considered in conjunction with the core and the drillers’ observations, enable a better and more comprehensive assessment to be made of the soundness and permeability of the rock than can be made on the basis of cores (usually incomplete) alone. Costs of these additional tests are only a small addition to the cost of drilling for core alone.

Fig. 7.—Electrical Resisivity Log of Part of a Diamond Drill Hole

Fig. 7.—Electrical Resisivity Log of Part of a Diamond Drill Hole

Seismic Refraction Surveys:

The seismic refraction method has been applied on a considerable number of investigations, and to a variety of problems. This geophysical method of exploration has been used fairly widely on engineering investigations, particularly in the United States (Ref 5) and in Sweden. In the Snowy Mountains area, the first investigations were made for the Authority by geophysicists of the Commonwealth Bureau of Mineral Resources, Geology and Geophysics, at the Kosciusko Dam site at Spencer’s Creek. Subsequently, the Authority established its own geophysical unit.

The equipment used in the Snowy Mountains investigations is a 12-channel refraction seismograph.

In this method a seismic line or “spread” is laid out as a straight line on the ground, and 12 geophones or seismic wave detectors are set out at measured intervals thereon. Following this a small explosive charge is buried in the ground near the end of the spread and detonated. This position is known as the “shot point”. Similar charges are later detonated near the other end of the spread.

The time of travel of the seismic waves or vibrations from the shot point through the ground to each of the geophones along the spread is measured and photographically recorded. From these records or seismograms, obtained on each spread, a travel-time graph is plotted.

Details for this article:

Engineering Geology for the Snowy Mountains Scheme

X

Author: Moye, D. G (1955)

Article Title: Engineering Geology for the Snowy Mountains Scheme

From: J.I.E.Aust., Vol. 27 No.10 pp287-298

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