Produktbild: Landslides in Sensitive Clays
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Landslides in Sensitive Clays From Research to Implementation

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Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

24.05.2017

Abbildungen

XIX, 287 illus., 228 illus. in color., schwarz-weiss Illustrationen, farbige Illustrationen

Herausgeber

Vikas Thakur + weitere

Verlag

Springer

Seitenzahl

603

Maße (L/B/H)

24,1/16/3,7 cm

Gewicht

1187 g

Auflage

1st ed. 2017

Sprache

Englisch

ISBN

978-3-319-56486-9

Beschreibung

Portrait

Vikas Thakur is professor at the Department of Civil and Environmental Engineering at the Norwegian University of Science and Technology (NTNU). He is expertise in the characterization of soft and sensitive clays, sample disturbances, slope stability, landslides hazard assessment, risk analysis, failure mechanism and strain localization, soft clay stabilization, element testing and physical modelling, finite element modelling, and unsaturated soil mechanics. He is also acknowledge for his pragmatic approaches to bridge the gap between research and practice.

Jean-Sebastien L'Heureux is a senior geotechnical engineer and Technical Lead for landslides at the Norwegian Geotechnical Institute (NGI) in Norway. He has a broad experience from research and consulting projects associated with mapping of landslide hazard and risk assessment on- and off-shore. Jean-Sebastien's interest include integration of geophysical, geological and geotechnical data for the understanding of soil behaviour, in situ testing and slope processes in sensitive clay terrain.

Ariane Locat is a professor at the Civil Engineering and Water Engineering Department of Université Laval, in Canada. Her main research topic is investigation and characterisation of large landslides in sensitive clays. Her interests include the nature of soil and its mechanical behaviour, slope stability, and risk analysis.

 

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

24.05.2017

Abbildungen

XIX, 287 illus., 228 illus. in color., schwarz-weiss Illustrationen, farbige Illustrationen

Herausgeber

Verlag

Springer

Seitenzahl

603

Maße (L/B/H)

24,1/16/3,7 cm

Gewicht

1187 g

Auflage

1st ed. 2017

Sprache

Englisch

ISBN

978-3-319-56486-9

Herstelleradresse

Springer-Verlag GmbH
Tiergartenstr. 17
69121 Heidelberg
DE

Email: ProductSafety@springernature.com

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  • Produktbild: Landslides in Sensitive Clays
  • 1.      Landslide in sensitive clays: From Research to Implementation 

                                                         

    Part I: Characterization and behavior of sensitive clays

    Sensitive clays of Eastern Canada: from geology to slope stability

                                                      

    3.      Chemistry: An Essential Key to Understanding High-Sensitivity and Quick Clays and to Ad-dressing Landslide risk

    4.      Improving the post-failure properties in quick clays by treatment with potassium chloride

    5.      CPTU classification diagrams for identification of sensitive clays

    Relationships between shear wave velocity and geotechnical parameters for Norwegian and Swedish sensitive clays

     

    7.      Geophysical and geotechnical characterization of a sensitive clay deposit in Brownsburg, Quebec

    8.      Investigating how the changes in geotechnical properties of sensitive clays influence their geophysical properties

    9.      Determination of Remoulding Energy of Sensitive Clays

    10.   Problems related to field vane testing in soft soil conditions and improved reliability of measurements using an innovative field vane device

    11.   A new laboratory procedure to study stress relief in soil samples

     

    12.   Sample disturbance in deep clay samples

    13.   Effects of sample disturbance in the determination of soil parameters for advanced finite element modelling of sensitive clays

    14.   Viscometric tests of sensitive clay from Byneset, Norway, and fit to the Herschel–Bulkley model

    15.   Dynamic properties of a sensitive clay deposit



    Part II: Pre-failure and failure stages


     

    16.   The role of instability and shear band localisation in triggering landslides in sensitive clays

     

    17.   Vibratory roller influence zone near slopes with vibration susceptible soils

     

    18.   Bayesian updating of uncertainties in the stability analysis of natural slopes in sensitive clays

     

    19.   Potential Landsliding at the North Spur, Churchill River Valley

    20.   Correction factors for undrained LE analyses of sensitive clays

     

    21.   Advances in determining Δu and su for Limit Equilibrium analyses

    22.   Recommended practice for the use of strength anisotropy factors in stability calculations

    23.   On the benefits of incorporating anisotropy in stability analyses in sensitive clays

     

    24.   Development and application of a regional slope stability assessment screening tool

     

    Part III: Post-failure stage

     

    25.   The use of LiDAR airborne data for retrogressive landslides inventory in sensitive clays, Québec, Canada

    26.   Runout of landslides in sensitive clays

    27.   Parametric analysis of the mobility of debris from flow slides in sensitive clays

    28.   Mapping quick clay hazard zones: Comparison of methods for the estimation of the retrogression distance

    <

    29.   Modelling of the quickness test of sensitive clays using the generalized interpolation material point method

    30.   Back-calculation of the Byneset flow slide using the Voellmy rheology

    31.   Effect of strain softening behaviours on run-out distance of a sensitive clay landslide

     

    Part IV: Case records, slides in sensitive sediments including offshore and nearshore slides

     

    32.   The 1908 disaster of Notre-Dame-de-la-Salette, Québec, Canada: analysis of the landslide and tsunami

    33.   Fv. 287 Strandgata – Kjøreplass bru. Road construction in quick clay

    34.   Case study: Characterization of a thick sensitive clay deposit in the St. Lawrence River valley, slope stability analysis and preliminary assessment of permanent deformations

    35.   Revisiting the 1959 quick clay landslide at Sokkelvik, Norway

    36.   Geotechnical evaluation of a quick clay area in Trondheim, Norway

    37.   Saguenay risk management

     

    Part V: Sensitive clays mapping and identification

     

    38.   Development of a methodology for quick clay mapping

    39.   Helicopter electromagnetic scanning as a first step in regional quick clay mapping

     

    40.   Developments in mapping and web presentation of fjord-marine deposit distributions for quick-clay related work in Norway

    41.   Analysis of ground geophysical, airborne TEM, and geotechnical data for mapping quick clays in Sweden

    42.   Investigation of a sensitive clay landslide area using frequency domain helicopter-borne and ground geophysical methods

    43.   The Norwegian National Database for Ground investigations (NADAG) - a tool to assist in landslide hazard zonation and other quick-clay related issues

    44.   Future strategy for soil investigations in quick clay areas

     

     

    Part VI: Hazard assessment and risk management

     

    45.   Reliability of slopes in sensitive clays

     

    46.   Natural hazards in a changing climate in Norway

    47.   Development of a long term monitoring network of sensitive clay slopes in Québec in the context of climate change

    48.   Practicing hazard mitigation strategies for a construction on a sensitive clay slope

     

    49.   Mapping of landslide risks in a changing climate – Development of simplified methodology

    50.   Quick-clay hazard mapping in Norway

     

    Author index

    Subject index