Page 5 of 35 First Next Previous Last

Rock mechanics in the investigation and construction of Tumut 1 Underground Power Station, Snowy Mountains, Australia

T. 1 power station is located under the lower part of the very steep eastern wall of the Tumut valley, about 1100 feet vertically below the surface, 1200 feet in from the river, and 150 feet below the level of the river bed. The arrangement of the station is shown in Figure 4. The largest chamber, the machine hall, is 306 feet in length, 77 feet in maximum width, and 104 feet in maximum height.

The power station is at an advanced state of construction and is scheduled to be in operation early in 1959. The construction of T. 2 power station, which is of generally similar design to T. 1 and located 5 miles downstream, was commenced in 1958.

Plate 1. – View from Above the Power Station Looking Northward Down the Valley of Tumut River

Plate 1. – View from Above the Power Station Looking Northward Down the Valley of Tumut River

Plate 1. – View from Above the Power Station Looking Northward Down the Valley of Tumut River

Figure 2. – Regional Geology

Details for this article:

Rock mechanics in the investigation and construction of Tumut 1 Underground Power Station, Snowy Mountains, Australia

X

Author: Moye, D.G. (1958)

Article Title: Rock mechanics in the investigation and construction of Tumut 1 Underground Power Station, Snowy Mountains, Australia

From: Engineering Geology Case Histories

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