The Importance of Coaxial and Non-coaxial Components of Shear Strength of Sediments in Submarine Slumping and Initiation of Turbidity Currents

被引:0
|
作者
Rajaraman, J. [1 ]
Rao, S. Narasimha [2 ]
机构
[1] AMET Univ, Dept Harbour & Ocean Engn, Madras 603112, Tamil Nadu, India
[2] IIT Madras, Madras, Tamil Nadu, India
关键词
Submarine slumping; liquefaction of soils; turbidity currents; coaxial and non-coaxial components of shear strength; Undrained shear strength and drained; pore water pressure;
D O I
10.1016/j.apcbee.2013.05.016
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The conditions and the processes under which submarine slumping occurs and the agencies causing them are discussed. Special attention is given to the role of coaxial and non-coaxial components of shear strength of sediments. It is of interest to note that slumps can result in a wide variety of sedimentary structures and many of these structures are associated with liquefaction. The influence of under consolidation due to high rates of sedimentation on the strength of marine sediments is treated in this paper. The drained and un-drained failures and mechanics of slumping are analyzed by applying coaxial and non-coaxial components of shear strength of sediments. It is thought and believed that some slumps transform into high density turbidity currents, if the pore pressures induced at failure are high enough. This paper does not deal with turbidity currents. It is only limited to the extent of explaining the role of coaxial and non-coaxial components of shear strength of sediments in initiating turbidity currents. (C) 2013 The Authrs. Published by Elsevier B.V.
引用
收藏
页码:88 / 95
页数:8
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