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1 Landslide in Sensitive Clays - From Research to Implementation |
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1 | (14) |
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Part I Characterization and Behavior of Sensitive Clays |
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2 Sensitive Clays of Eastern Canada: From Geology to Slope Stability |
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15 | (20) |
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3 Chemistry: An Essential Key to Understanding High-Sensitivity and Quick Clays and to Addressing Landslide Risk |
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35 | (10) |
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4 Improving the Post-failure Properties in Quick Clays by Treatment with Potassium Chloride |
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45 | (12) |
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5 CPTU Classification Diagrams for Identification of Sensitive Clays |
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57 | (10) |
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6 Relationships Between Shear Wave Velocity and Geotechnical Parameters for Norwegian and Swedish Sensitive Clays |
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67 | (10) |
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7 Geophysical and Geotechnical Characterization of a Sensitive Clay Deposit in Brownsburg, Quebec |
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77 | (10) |
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8 Investigating How the Changes in Geotechnical Properties of Sensitive Clays Influence Their Geophysical Properties |
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87 | (10) |
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9 Determination of Remoulding Energy of Sensitive Clays |
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97 | (12) |
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10 Problems Related to Field Vane Testing in Soft Soil Conditions and Improved Reliability of Measurements Using an Innovative Field Vane Device |
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109 | (12) |
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11 A New Laboratory Procedure to Study Stress Relief in Soil Samples |
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121 | (12) |
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Helene Alexandra Amundsen |
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12 Sample Disturbance in Deep Clay Samples |
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133 | (12) |
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13 Effects of Sample Disturbance in the Determination of Soil Parameters for Advanced Finite Element Modelling of Sensitive Clays |
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145 | (10) |
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14 Viscometric Tests of Sensitive Clay from Byneset, Norway, and Fit to the Herschel-Bulkley Model |
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155 | (12) |
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15 Dynamic Properties of a Sensitive Clay Deposit |
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167 | (12) |
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Part II Pre-failure and Failure Stages |
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16 The Role of Instability and Shear Band Localisation in Triggering Landslides in Sensitive Clays |
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179 | (12) |
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17 Vibratory Roller Influence Zone Near Slopes with Vibration Susceptible Soils |
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191 | (12) |
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18 Bayesian Updating of Uncertainties in the Stability Analysis of Natural Slopes in Sensitive Clays |
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203 | (10) |
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19 Potential Landsliding at the North Spur, Churchill River Valley |
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213 | (12) |
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20 Correction Factors for Undrained LE Analyses of Sensitive Clays |
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225 | (12) |
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21 Advances in Determining Au and su for Limit Equilibrium Analyses |
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237 | (12) |
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22 Recommended Practice for the Use of Strength Anisotropy Factors in Stability Calculations |
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249 | (10) |
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23 On the Benefits of Incorporating Anisotropy in Stability Analyses in Sensitive Clays |
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259 | (8) |
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24 Development and Application of a Regional Slope Stability Assessment Screening Tool |
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267 | (12) |
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Part III Post-failure Stage |
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25 The Use of LiDAR Airborne Data for Retrogressive Landslides Inventory in Sensitive Clays, Quebec, Canada |
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279 | (10) |
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26 Runout of Landslides in Sensitive Clays |
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289 | (12) |
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Anders Rosenquist af Akershult |
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27 Parametric Analysis of the Mobility of Debris from Flow Slides in Sensitive Clays |
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301 | (10) |
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28 Mapping Quick Clay Hazard Zones: Comparison of Methods for the Estimation of the Retrogression Distance |
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311 | (12) |
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29 Modelling of the Quickness Test of Sensitive Clays Using the Generalized Interpolation Material Point Method |
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323 | (14) |
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30 Back-calculation of the Byneset Flow Slide Using the Voellmy Rheology |
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337 | (10) |
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31 Effect of Strain Softening Behaviours on Run-Out Distance of a Sensitive Clay Landslide |
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347 | (14) |
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Part IV Case Records, Slides in Sensitive Sediments Including Offshore and Nearshore Slides |
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32 The 1908 Disaster of Notre-Dame-de-la-Salette, Quebec, Canada: Analysis of the Landslide and Tsunami |
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361 | (12) |
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33 Fv. 287 Strandgata: Kjøreplass bru. Road Construction in Quick Clay |
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373 | (10) |
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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 |
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383 | (12) |
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35 Revisiting the 1959 Quick Clay Landslide at Sokkelvik, Norway |
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395 | (12) |
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36 Geotechnical Evaluation of a Quick Clay Area in Trondheim, Norway |
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407 | (10) |
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37 Saguenay Risk Management |
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417 | (14) |
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Part V Sensitive Clays Mapping and Identification |
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38 Development of a Methodology for Quick Clay Mapping |
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431 | (12) |
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39 Helicopter Electromagnetic Scanning as a First Step in Regional Quick Clay Mapping |
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443 | (10) |
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40 Developments in Mapping and Web Presentation of Fjord-Marine Deposit Distributions for Quick-Clay Related Work in Norway |
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453 | (10) |
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41 Analysis of Ground Geophysical, Airborne TEM, and Geotechnical Data for Mapping Quick Clays in Sweden |
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463 | (12) |
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42 Investigation of a Sensitive Clay Landslide Area Using Frequency-Domain Helicopter-Borne EM and Ground Geophysical Methods |
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475 | (12) |
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43 The Norwegian National Database for Ground Investigations (NADAG): A Tool to Assist in Landslide Hazard Zonation and Other Quick-Clay Related Issues |
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487 | (10) |
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44 Future Strategy for Soil Investigations in Quick Clay Areas |
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497 | (14) |
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Part VI Hazard Assessment and Risk Management |
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45 Reliability of Slopes in Sensitive Clays |
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511 | (28) |
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46 Natural Hazards in a Changing Climate in Norway |
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539 | (10) |
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47 Development of a Long Term Monitoring Network of Sensitive Clay Slopes in Quebec in the Context of Climate Change |
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549 | (10) |
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48 Practicing Hazard Mitigation Strategies for a Construction on a Sensitive Clay Slope |
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559 | (12) |
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49 Mapping of Landslide Risks in a Changing Climate - Development of Simplified Methodology |
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571 | (10) |
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50 Quick-Clay Hazard Mapping in Norway |
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581 | (12) |
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Author Index |
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593 | (4) |
Subject Index |
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597 | |