Physical Testing Method to Study Ice Keel Strength Limits During a Gouging Process

Author:

Bruce Jim1,Piercey Gerry1,Macneill Andrew1,Phillips Ryan1,Derradji Ahmed2

Affiliation:

1. C-CORE

2. NRC

Abstract

Abstract A test program, undertaken as part of a C-CORE led Joint Industry Program(JIP), was carried out to investigate the limiting strength and failuremechanisms of seabed gouging ice ridge keels. A test frame was designed, fabricated, commissioned and used in the test program. During tests, methodswere developed to build & test large size keel specimens, and surfaceprofile both keel and soil bed before and after test. Testing consisted ofloading the keel with a surcharge force and initiating a horizontal movement ofsoil bed until keel failure was observed. In total, nine keels weremanufactured and tested under a variety of initial confinement pressuresranging from 0 kPa to 75 kPa. Six tests were conducted with a gravel berm andsoil bed and three tests were conducted using a steel (rigid) berm face andgravel soil bed. A summary of the test results and key observations arepresented in this paper.

Publisher

OTC

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. SIIBED: Rapid High Impact Test Apparatus (RHITA) for Modelling Ice Keel Interaction;Day 1 Mon, May 01, 2023;2023-04-24

2. Resource Development in Arctic Regions;Encyclopedia of Maritime and Offshore Engineering;2018-01-24

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