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Record #125807:

Pavement performance and low temperature cracking of subarctic and Arctic airfields / Ted S. Vinson, DuHwoe Jung, James W. Rooney.

Title: Pavement performance and low temperature cracking of subarctic and Arctic airfields / Ted S. Vinson, DuHwoe Jung, James W. Rooney.
Author(s): Vinson, Ted S.
Jung, DuHwoe.
Rooney, James W.
Date: 1993.
Publisher: Wushan, Guangzhou: South China University of Technology Press
In: Permafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China. (1993.),
Abstract: Four modes of distress have to be considered when designing runways in Arctic conditions: distortion and faulting; disintegration; inadequate skid resistance; and low-temperature cracking. Framework to evaluate potential for cracking is presented, using results from thermal stress restrained specimen test, ageing characteristics of asphalt concrete mix, field cooling rate, and probability of occurrence of extreme low temperature at given location.
Notes:

In: Permafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China / International Conference on Permafrost.

Keywords: 624.139 -- Engineering in frozen ground.
624.139.2 -- Frozen ground, effects.
629.7.085 -- Airports, runways and air fields.
E12 -- Glaciology: frozen ground / snow and ice engineering.
SPRI record no.: 125807

MARCXML

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100 1# ‡aVinson, Ted S.
245 10 ‡aPavement performance and low temperature cracking of subarctic and Arctic airfields /‡cTed S. Vinson, DuHwoe Jung, James W. Rooney.
260 ## ‡aWushan, Guangzhou :‡bSouth China University of Technology Press,‡c1993.
300 ## ‡ap. 648-653 :‡bdiags.
500 ## ‡aIn: Permafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China / International Conference on Permafrost.
520 3# ‡aFour modes of distress have to be considered when designing runways in Arctic conditions: distortion and faulting; disintegration; inadequate skid resistance; and low-temperature cracking. Framework to evaluate potential for cracking is presented, using results from thermal stress restrained specimen test, ageing characteristics of asphalt concrete mix, field cooling rate, and probability of occurrence of extreme low temperature at given location.
650 07 ‡a624.139 -- Engineering in frozen ground.‡2udc
650 07 ‡a624.139.2 -- Frozen ground, effects.‡2udc
650 07 ‡a629.7.085 -- Airports, runways and air fields.‡2udc
650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local
700 1# ‡aJung, DuHwoe.
700 1# ‡aRooney, James W.
773 0# ‡7m2am ‡aInternational Conference on Permafrost. ‡tPermafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China. ‡dWushan, Guangzhou : South China University of Technology Press, 1993. ‡wSPRI-125499
917 ## ‡aUnenhanced record from Muscat, imported 2019
948 3# ‡a20220926