Research Article
Apr 1978

Liquefaction Criteria for Trans-Alaska Pipeline

Publication: Journal of the Geotechnical Engineering Division
Volume 104, Issue 4

Abstract

The Trans-Alaska Pipeline traverses a wide range of climatic, topographic, geologic, and seismic regions. Liquefaction was a potential hazard along much of the route. Many potentially liquefiable soils which will become thawed are presently frozen, so field tests such as standard penetration could not be used. As the conventional liquefaction studies were not possible, alternate procedures were developed. A field decision manual was prepared for use when unusual conditions were found during construction. This enabled ready identification by field geologists and engineers of potentially liquefiable soils by simple tests and a means by which alternate designs should be considered. Only in special cases would project design engineers be involved. In some cases detailed studies were necessary. A detailed liquefaction study in Port Valdez is described. Laboratory testing of silts showed direct evidence that the time under which soil sustains load increases the resistance to liquefaction.

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Published In

Journal of the Geotechnical Engineering Division
Volume 104Issue 4April 1978
Pages: 447 - 462

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Published in print: Apr 1978
Published online: Feb 11, 2021

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Neville C. Donovan, F.ASCE
Principal Engineer-Partner, Dames & Moore, San Francisco, Calif
Sukhmander Singh, M.ASCE
Sr. Engr.-Assoc., Dames & Moore, San Francisco, Calif., presently on leave of absence at the Univ. of California at Berkeley, Berkeley, Calif

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