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

The Wambrook station is equipped with three-component variable-reluctance Benioff seismometers, with short-period galvanometers; the other three Snowy Mountains stations have short-period Benioff verticals. All stations are situated in underground vaults, at sites selected for good pier foundation, with a minimum of weathering, along with practical considerations such as access, power supply, distance from traffic, etc. Film recorders are used which, at the single-component stations, will run for three days without requiring record change. Radio time signals are automatically recorded on Elm several times per day.

This paper will be concerned with the analysis of 44 tremors which have been recorded and accurately located in this area over a period of 3 ½ years. The largest of these were of magnitude 5 north of Berridale on 18.5.59, and of magnitude 4 near Rock Flat on 1.9.58.

In Section II, the locations of the tremors will be discussed. In Section III, the isoseismals for the Berridale and Rock Flat earthquakes will be described. In Section IV, fault-plane solutions based on the available first-motion data will be presented. The pattern of strain release will be discussed in Section V and finally, in Section VI, an attempt will be made to interpret the results in terms of the local geology.

II. LOCATIONS

Extensive use has been made of a programme for near earthquake location designed for the IBM650 computer by E. A. Flinn (1960). As this programme operates on a minimum of six readings of arrival times of direct waves, it is necessary with a network of this size to use S1 as well as P1 data. To guard as far as possible against misinterpretation of phases, a technique described by Richter (1958, p. 698) was used, which may be summarized briefly as follows:

The outstanding arrivals on all records are measured. Trial “S-P” time intervals are derived, and using the P1 and S1 velocities of 6⋅03 km./sec. and 3⋅61 km./sec. which were found experimentally from timed quarry explosions in the Snowy Mountains (Doyle, Everingham and Hogan, 1959), “P-O” intervals are calculated from the relationship (P−O) = 1⋅49 (S−P) which holds for these velocities. Here P and S are the arrival times of the P1 and S1 waves and O is the time of origin of the earthquake.

Details for this article:

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

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

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

From: Journal of the Geological Society of Australia

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