Slope stability along active and passive continental margins ... - E-LIB
Slope stability along active and passive continental margins ... - E-LIB
Slope stability along active and passive continental margins ... - E-LIB
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Table of Contents<br />
Abstract ................................................................................................................................................... 1<br />
Zusammenfassung .................................................................................................................................. 3<br />
1 Introduction ......................................................................................................................................... 7<br />
1.1 Motivation ...................................................................................................................................... 7<br />
1.2 Submarine slope <strong>stability</strong> processes ............................................................................................... 9<br />
1.2.1 Types of submarine mass movements .................................................................................... 9<br />
1.2.2 Preconditioning factors <strong>and</strong> triggering mechanisms of submarine mass movements ........... 11<br />
1.2.3 Geotechnical study of submarine mass movements ............................................................. 13<br />
1.3 Regional setting of case studies: <strong>passive</strong> vs. <strong>active</strong> <strong>continental</strong> <strong>margins</strong> ..................................... 16<br />
1.3.1 Uruguayan <strong>and</strong> northern Argentine margin: <strong>passive</strong> margin ................................................ 18<br />
1.3.2 Gela basin, central Mediterranean <strong>continental</strong> margin: forel<strong>and</strong> basin-<strong>active</strong> margin .......... 20<br />
1.3.3 Ligurian basin, southeastern French <strong>continental</strong> margin: back-arc basin-<strong>active</strong> margin ...... 22<br />
1.4 Methods ........................................................................................................................................ 24<br />
1.4.1 Geophysical methods ............................................................................................................ 24<br />
1.4.2 Coring <strong>and</strong> sedimentological methods .................................................................................. 24<br />
1.4.3 Geotechnical methods ........................................................................................................... 26<br />
1.5 Outline of the thesis ..................................................................................................................... 31<br />
References .......................................................................................................................................... 32<br />
2 Geotechnical characteristics <strong>and</strong> slope <strong>stability</strong> <strong>along</strong> the Uruguayan <strong>and</strong> northern Argentine<br />
margin ................................................................................................................................................... 41<br />
2.1 Introduction .................................................................................................................................. 42<br />
2.2 Regional geological, morphological <strong>and</strong> oceanographic settings ................................................. 42<br />
2.3 Material <strong>and</strong> methods ................................................................................................................... 45<br />
2.3.1 Shipboard tests ...................................................................................................................... 46<br />
2.3.2 Laboratory tests .................................................................................................................... 46<br />
2.3.3 Overpressure estimation ....................................................................................................... 46<br />
2.3.4 <strong>Slope</strong> <strong>stability</strong> assessment ..................................................................................................... 47<br />
2.3.5 Prediction of peak ground acceleration (PGA) ..................................................................... 48<br />
2.4 Results .......................................................................................................................................... 49<br />
2.4.1 Physical <strong>and</strong> geotechnical properties of sediments ............................................................... 49<br />
2.4.2 <strong>Slope</strong> <strong>stability</strong> analysis ......................................................................................................... 54<br />
2.5 Discussion .................................................................................................................................... 56<br />
2.5.1 Preconditioning factors ......................................................................................................... 56<br />
2.5.2 Triggering mechanisms ........................................................................................................ 57<br />
2.5.3 <strong>Slope</strong> failure modes between open slope versus canyon .................................................... 58<br />
2.5.4 <strong>Slope</strong> failures <strong>along</strong> the Uruguayan <strong>and</strong> northern Argentine margin versus slope failures on<br />
other <strong>passive</strong> <strong>margins</strong> .................................................................................................................. 59<br />
2.6 Conclusions .................................................................................................................................. 60<br />
Acknowledgements ............................................................................................................................ 60<br />
References .......................................................................................................................................... 60