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Fourth Avenue Landslide during 1964 Alaskan Earthquake
This paper presents a reevaluation of the Fourth Avenue landslide in Anchorage that occurred during the 1964 Alaskan earthquake. Laboratory constant volume ring shear and field vane shear tests were used to measure the undrained peak and residual shear strength of the Bootlegger Cove clay. The resul...
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Published in: | Journal of geotechnical and geoenvironmental engineering 1998-02, Vol.124 (2), p.99-109 |
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container_end_page | 109 |
container_issue | 2 |
container_start_page | 99 |
container_title | Journal of geotechnical and geoenvironmental engineering |
container_volume | 124 |
creator | Stark, Timothy D Contreras, Iván A |
description | This paper presents a reevaluation of the Fourth Avenue landslide in Anchorage that occurred during the 1964 Alaskan earthquake. Laboratory constant volume ring shear and field vane shear tests were used to measure the undrained peak and residual shear strength of the Bootlegger Cove clay. The results of these tests are presented and compared to back-calculated shear strengths of the Bootlegger Cove clay. The comparison shows that slide blocks that moved less than 0.15 m mobilized at least 80 of the undrained peak shear strength. Slide blocks that moved between 0.15 to 2.5 m mobilized an undrained shear strength between the peak and residual shear strengths. Slide blocks that displaced more than 2.5 m mobilized the undrained residual strength. |
doi_str_mv | 10.1061/(ASCE)1090-0241(1998)124:2(99) |
format | article |
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Laboratory constant volume ring shear and field vane shear tests were used to measure the undrained peak and residual shear strength of the Bootlegger Cove clay. The results of these tests are presented and compared to back-calculated shear strengths of the Bootlegger Cove clay. The comparison shows that slide blocks that moved less than 0.15 m mobilized at least 80 of the undrained peak shear strength. Slide blocks that moved between 0.15 to 2.5 m mobilized an undrained shear strength between the peak and residual shear strengths. Slide blocks that displaced more than 2.5 m mobilized the undrained residual strength.</description><identifier>ISSN: 1090-0241</identifier><identifier>EISSN: 1943-5606</identifier><identifier>DOI: 10.1061/(ASCE)1090-0241(1998)124:2(99)</identifier><language>eng</language><publisher>New York, NY: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buildings. 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Laboratory constant volume ring shear and field vane shear tests were used to measure the undrained peak and residual shear strength of the Bootlegger Cove clay. The results of these tests are presented and compared to back-calculated shear strengths of the Bootlegger Cove clay. The comparison shows that slide blocks that moved less than 0.15 m mobilized at least 80 of the undrained peak shear strength. Slide blocks that moved between 0.15 to 2.5 m mobilized an undrained shear strength between the peak and residual shear strengths. Slide blocks that displaced more than 2.5 m mobilized the undrained residual strength.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Earth sciences</subject><subject>Earth, ocean, space</subject><subject>Engineering and environment geology. Geothermics</subject><subject>Engineering geology</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Soil mechanics. 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Rocks mechanics</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Stark, Timothy D</creatorcontrib><creatorcontrib>Contreras, Iván A</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Stark, Timothy D</au><au>Contreras, Iván A</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Fourth Avenue Landslide during 1964 Alaskan Earthquake</atitle><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle><date>1998-02-01</date><risdate>1998</risdate><volume>124</volume><issue>2</issue><spage>99</spage><epage>109</epage><pages>99-109</pages><issn>1090-0241</issn><eissn>1943-5606</eissn><abstract>This paper presents a reevaluation of the Fourth Avenue landslide in Anchorage that occurred during the 1964 Alaskan earthquake. Laboratory constant volume ring shear and field vane shear tests were used to measure the undrained peak and residual shear strength of the Bootlegger Cove clay. The results of these tests are presented and compared to back-calculated shear strengths of the Bootlegger Cove clay. The comparison shows that slide blocks that moved less than 0.15 m mobilized at least 80 of the undrained peak shear strength. Slide blocks that moved between 0.15 to 2.5 m mobilized an undrained shear strength between the peak and residual shear strengths. Slide blocks that displaced more than 2.5 m mobilized the undrained residual strength.</abstract><cop>New York, NY</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)1090-0241(1998)124:2(99)</doi><tpages>11</tpages></addata></record> |
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source | ASCE_美国土木工程师学会期刊 |
subjects | Applied sciences Buildings. Public works Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Geotechnics Soil mechanics. Rocks mechanics TECHNICAL PAPERS |
title | Fourth Avenue Landslide during 1964 Alaskan Earthquake |
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