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Engineering Geology for the Snowy Mountains Scheme

Fig. 9.—Tumut Pond Dam Site

Fig. 9.—Tumut Pond Dam Site

At higher levels the bed-rock becomes partly obscured by a thin discontinuous cover of soil and scree. The bed of the river channel is occupied by large boulders. A diamond drill hole was sloped under the river bed from each bank and penetrated fresh jointed but otherwise sound granite. At river level the granite is almost fresh, but weathering progressively increases up the valley walls. On the left bank this is mostly only slight, with limited zones of moderate weathering extending down to about 60 feet from the surface

at the highest levels of the abutment, with limonite staining on joints of otherwise fresh rock extending down about 170 ft. On the right abutment the weathering is rather similar, but near the top of the abutment the slope flattens and forms a rather narrow spur, and under this spur weathering extends slightly more deeply and is somewhat more intense than on the left bank.

Fig. 10.—Tumut Pond Dam Site

Fig. 10.—Tumut Pond Dam Site

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