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The Great M7.9 Denali Fault, Alaska, Earthquake of November 3, 2002: Geotechnical Engineering Reconnaissance

Index Back to home page About these web pages Trans-Alaska Pipeline Liquefaction and ground displacement Ice shatter Liquefaction and lateral displacement Introduction
Liquefaction and Ground Displacement
Lateral spreading in airport runway. Large sand vents in airport runway.
Line drawing of lateral spreads in runway. Lateral spread on bar at mouth of Fielding Lake.
Patterns of lateral spread on aerial photos. Fielding Lake State Park lateral spreads.
Emerged out-house at Fielding Lake. The airport at Northway was rendered unusable by lateral spreading. The frozen surface layer and pavement runway were cut by fissures, many 10-30 cm wide, some more than a meter wide. On the perimeter of the runway were large sand vents and sink holes up to 4 m in diameter and up to 1 m deep. Reports from residents describe pressurized ground water spewing out soil 2-4 m into the air. Parallel and polygon patterns similar to those observed in the Tanana River bars were observed at Northway. Away from the runway, houses and structures were unseated and tilted on their foundations, and road settlements bent and crushed drainage culverts.

Widespread liquefaction and lateral spreading was observed at Fielding Lake, along the Richardson Highway, where the upper soil crust was not frozen during the earthquake. Seen here were classic features associated with lateral spreading along the lakeshore such as large fissures, spreading cracks, and slumping. Structures on the spreading ground were deformed and displaced, and an underground septic tank buoyed to the surface lifting a small structure.

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Fielding Lake State Park lateral spreads.

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last modified 1 December 2003 (lzt)
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