Magazine Photo Collage: A Multicultural Assessment And Treatment Technique

1: Invited lectures JTC1 Heim lecture; 1: A review of landslide hazard and risk assessment methodology; 2: Volcanic induced landslides Panel lectures; 2: Earthquake-induced displacement is insignificant in the reactivated Utiku landslide, New Zealand; 3: Geotechnical analysis of instability phenomena at active volcanoes: Two case histories in Italy; 3: Earthquake induced landslides; 4: Threshold conditions and run-out displacements of the landslides induced by the Chi-Chi earthquake, Taiwan; 3a: Panel lectures; 5: Prediction of earthquake-induced landslides of pyroclastic fall deposits; 6: Multi-level approach for zonation of seismic slope stability: Experiences and perspectives in Italy; 4: Weather induced landslides; 7: Progressive failure in deep-seated rockslides due to seasonal fluctuations in pore pressures and rock mass fatigue; 8: Risk analysis for rainfall-induced slope instabilities in coarse-grained soils: Practice and perspectives in Italy; 9: On the multi-dimensions of Integrated Research on Landslide Disaster Risk; 5: Human induced landslides; 10: Human Induced Landslides; 6: Panel lectures; 11: Post-constructions landslides in the Panama Canal; 12: Human-Induced Landslides: Toward the analysis of anthropogenic changes of the slope environment; 13: The long-term geologic hazards and consequent risk after the Wenchuan earthquake; 7: Lecture in memory of Prof. Arturo Pellegrino; 14: Professor Arturo Pellegrino, an inspiring researcher; 15: Development of a systematic approach to calibrate equivalent fluid runout models; 16: Geosynthetics layout optimization for reinforced soil slopes subject to cracks; 17: User requirements for an Earth Observation (EO)-based landslide information web service; 18: Material Point Method analysis of induced laboratory scaled landslide; 19: Back-analysis of a large earth-slide in stiff clays induced by intense rainfalls; 20: Stop-start landslides and the creep phenomena; 21: Use of probabilistic methods and cellular automata in the evaluation of hazard scenarios and paths of landslides triggered by rains; 22: Use of three-dimensional slope stability model and probabilistic method for landslides hazard analysis triggered by rainfall; 23: Rainfall and human interventions induced landslides in the north of Algeria; 24: Landslide hazard zonation using the AHP model in Ayvashan dam watershed, Lorestan; 25: Ground surface deformations induced by tunneling under deep-seated landslides in the Northern Apennines of Italy imaged using advanced InSAR techniques; 26: Slope instabilities in Polish open-pit mines; 27: Effects of mass movements on natural and built environment in lower part of Tarnawka River Valley, Polish Carpathians; 28: Rockfall detection and volumetric characterisation using LiDAR; 29: Addition to the method of Mora & Vahrson for landslide susceptibility along the Bulgarian Black Sea coast; 30: Landslide risk management at transport facilities; 31: A PSI-based analysis of landslides in the historic town of Volterra (Italy); 32: Geotechnical in situ measures to improve landslides forecasting models: A case study in Tuscany (Central Italy); 33: A case study of slope failure of a man-made reservoir; 34: Passive composite anchors for landslide stabilization: An Italian-Polish research program; 35: Using 2D InSAR, dGNSS and structural field data to understand the deformation mechanism of the unstable rock slope Gamanjunni 3, northern Norway; 36: Implementation of real time geotechnical monitoring at an open pit mountain coal mine in Western Canada (update); 37: Long-term control of La Frasse Landslide: From theory to practice; 38: The role of the vineyards on shallow landslides; 39: Monitoring of hydrological parameters for the identification of shallow landslides triggering: A case study from Northern Italy; 40: Effects of modified irrigation procedures on the stability of cultivated slopes; 41: Evaluating the spatial uncertainty in the modelling of landlides: The Boolean Stochastic Generation (BoSG) method; 42: Blasting induced landslides in sensitive clays; 43: Landslide hazard microzonation in the urban area of Constantine, Northeast Algeria using Frequency Ratio, Weighting factor, Logistic Regression, Weights Of Evidence and Analytical Hierarchy Process methods; 44: A new GIS-based multivariate statistical analysis for landslide susceptibility zoning; 45: LAMP—LAndslide Monitoring and Predicting for the analysis of landslide susceptibility triggered by rainfall events; 46: Potential of satellite InSAR monitoring for landslide Failure Forecasting; 47: The Miramar Landslide at Herne Bay and the storm surge of 1953; 48: Optimal use of thematic maps for landslide susceptibility assessment by means of statistical analyses: Case study of shallow landslides in fine-grained soils; 49: Generating web scraped high-quality weather databases for near-real-time derivation of spatial landslide susceptibility; 50: Large soil displacement along natural slope of the Mahouane Dam Reservoir, Algeria. An approach to investigate great landslide areas under difficult conditions; 51: Laboratory simulation of a slow landslide mechanism; 52: The stability problems of a pile wall for containing a hill excavation in Asturias (Spain); 53: Innovative monitoring system for automated data acquisition and analysis; 54: Integrated analysis of data collected by an innovative monitoring system and results of a 3D numerical model in Boschetto landslide; 55: Rheometrical experiments with monitoring of resistivity and induced polarization: For a better understanding of the solid-fluid transition in clayey landslides; 56: A web-based GIS system for landslide risk zonation: The case of Enna area (Italy); 57: The Betsiamites-Colombier slides along the St. Lawrence Estuary: Linking a 7250 years BP submarine slide to a 1663 coastal landslide; 58: Study of flow landslide impact forces on protection structures with the Material Point Method; 59: A landslide prediction method considering the depth ratio of the wetting zone; 60: Physical vulnerability assessment for buildings impacted by a slow moving landslide based on field work and statistical modelling; 61: Influence of periodical rainfall on shallow slope failures based on finite element analysis; 62: Flume modelling of rigid barrier run-up mitigation measures; 63: Numerical analysis of debris flow hazards from case study; 64: A Landslide Susceptibility Map of the Messina Province (Sicily, Italy); 65: Considerations on the failure of the Cervinara slope; 66: Modelling and mapping mass movements using statistic method and morphometric parameters; 67: Toward a centralized data management center for integrated landslide monitoring in Emilia Romagna Region (Italy); 68: A wireless crackmeters network for the analysis of rock falls at the Pietra di Bismantova natural heritage site (Northern Apennines, Italy); 69: Slow landslides in urbanised clayey slopes: An emblematic case from the south of Italy; 70: Risk mapping for landslides and erosion in the municipality of Ipojuca-PE—Rurópolis community; 71: Geological causes of earthquake induced large landslide: Case study of Daguangbao landslide; 72: Submarine landslides in the western margin of the Ulleung Basin, East Sea; 73: Spatially distributed analysis of soil erosion in a mountain catchment; 74: Simple shear and wetting tests on unsaturated pyroclastic soils; 75: Analysis and monitoring of a tunnelling-induced deep landslide reactivation; 76: Morphology of late Quaternary mass-transport complexes along the South-Western Adriatc Margin; 77: Impact of blocks on deformable layers: Influence of block rotation and size; 78: Extremely Energetic Rockfalls: Some preliminary estimates; 79: 2D Modelling of rockslide displacements by non-linear time dependent relationships; 80: Characterization of mass movements in the Italian Alps using regional seismic networks; 81: Investigation about the Bouhlou’s landslide at the Soummam valley, Algeria; 82: Using ambient noise to investigate slope instabilities induced by the 2008 Wenchuan earthquake (Sichuan, China); 83: Thickness model of pyroclastic soils along mountain slopes of Campania (southern Italy); 84: Multi-modelling for a slope-scale deformation evolving from mass rock creep to rock avalanche; 85: Pore fluid composition in a clayey landslide of marine origin and its influence on shear strength along the slip surface; 86: Multi-level design approaches for slope-stabilizing piles; 87: Landslides and morphological characterization in the Serra do Mar, Brazil; 88: Numerical modeling of the effect of rainfall on Azazga landslide, Algeria; 89: Geological risk overview of the Metropolitan Area of São Paulo, Brazil; 90: Quantitative vulnerability evaluation of individual landslide: Application to the Zhaoshuling Landslide, Three Gorges Reservoir, China; 91: A new assessment of the Southwell Topple of 1734; 92: A methodology for a comprehensive assessment of earthquake-induced landslide hazard, with an application to pilot sites in Central Italy; 93: A comparison between probabilistic approaches for the evaluation of rainfall-induced landslide susceptibility at regional scale; 94: Investigation of a landslide area in the Betic Cordillera Region in Granada, Spain; 95: Debris flow hazard and susceptibility zonation in small watersheds in Itaoca municipality, São Paulo state, Brazil; 96: Slope stability analysis of La Marogna slope: Combined survey and modeling approaches for a global assessment of past and future events; 97: Determination of thresholds at the Aggenalm landslide (Bayrischzell, Germany) by time series analysis and numerical modeling; 98: Integrated seismic monitoring system in a major aqueduct infrastructure; 99: Vulnerability assessment of RC buildings subjected to ground shaking and subsequent landslide hazard; 100: Processing of remote sensing data for the estimation of rock block size distribution in landslide deposits; 101: Rainfall thresholds for triggering shallow landslides in Vara Valley (Liguria, Italy); 102: Comparison of statistical techniques for shallow landslide rainfall thresholds definition: A case study in Eastern Liguria (Italy); 103: Simplified numerical analysis of rock block-anchor interaction; 104: Interference of tectonic and mining activities on the stability of a rock slope; 105: Evaluation methodology of geotechnical properties of inhomogeneous soft rock masses: A case study in Permian fine-grained clastic rocks; 106: Experimental study on rockfall fragmentation: In situ test design and first results; 107: Numerical code calibration for the back analysis of debris flow runout in southern Italy; 108: The geological multi-hazard map of Catalonia. A user-friendly tool for land use planning and management risk; 109: The Natural Slope Methodology (NSM), an efficient tool to estimate landslide relative hazard parameters; 110: Debris flows occurrence by intense rains at Itaoca city, São Paulo, Brazil: Field observations; 111: The influence of non-linear hydraulic behavior of slope soil covers on rainfall intensity-duration thresholds; 112: Reconstruction of the long-term evolution of a catastrophic slope failure at the Preonzo rock slope instability complex (TI, Switzerland); 113: The Montaguto earth flow: Nine years of observation and analyses; 114: Study on deformation process of an indiscernible landslide in low-angle dip red beds area of southwestern China; 115: Evidence of a postglacial rock avalanche impact on Lake Wanaka, New Zealand; 116: Numerical back analysis to optimize the laboratory scale model; 117: A new approach of diffuse rockfall hazard; 118: Effectiveness of Dual Capillary Barrier as slope protection; 119: Evaluation of seismic response characteristics of terrace slope based on array measurement of microtremor; 120: Temporary earthquake observation with very high density at residential valley-filling sites in Yokohama City, Japan; 121: Case-study of a quick clay landslide that caused the partial collapse of Mofjellbekken bridges in Norway; 122: Study of slope instabilities under effect of weathering and hydrothermal alteration in southern Brazil; 123: Rock slope instabilities in Norway: First systematic hazard and risk classification of 22 unstable rock slopes from northern, western and southern Norway; 124: Three-dimensional stability limit analysis of slopes with weak interlayer under rainfall condition based on rotation-translation combined mechanism; A review of landslide risk acceptability practices in various countries; 126: Susceptibility assessment of rainfall-triggered flows and slides in the central-eastern Pyrenees; 127: Development of an innovative 3D position monitoring system for emergency applications based on wireless sensor network technology; 128: Stability analysis of deep cut slopes in anisotropic rocks with low quality; 129: Numerical modelling of seismic site effects and their impact on slope stability in Wellington, New Zealand; 130: Landslide mapping for susceptibility and hazard assessment: North York Moors, UK; 131: Investigation of rock slope stability for an abandoned limestone quarry in Konya (Turkey); 132: Long term ground displacements due to a large landslide in western Greece; 133: Risk assessment of debris flow on expressway in Korea using GIS; 134: Historical views and current perspective of debris flow disaster management in Brazil; 135: Optimizing the parameterization of mass flow models; 136: Preliminary forensic investigation of the structural and geomorphological controls on the prehistoric Tamins rockslide in Grisons, Switzerland; 137: Rock slope pre-failure deformation database for improved transportation corridor risk management; 138: Recent advances in landslide risk management measures in Hong Kong; 139: Investigation of distress of a reinforced earth wall in Hong Kong; 140: Effects of deflection wall on run-up height of debris flow; 141: Stability evolution of deep-seated rock slides in the surroundings of large dam reservoirs; 142: Numerical study of the initiation and evolution mechanism of a rock slope deformation: A case study from Nujiang river; 143: Seismic response of the Güevéjar landslide (S Spain); 144: Contour Connection Method: A Semi-automated method for hazard mapping using LiDAR; 145: Modelling study on rainfall infiltration and drainage effect of Badu landslide; 146: Ancient landslides and contributions to Qiaojia basin’s deposits; 147: Spatially distributed modeling of landslide triggering: An approach based on principles of unsaturated soil plasticity; 148: Spreads in Canadian sensitive clays; 149: Tsunamigenic landslides in Québec; 150: Analysis of the propagation of a large earthflow by SPH technique application; 151: The surface rupture system induced by fault activity—a case study in strong deformation zone of Wangjiapo; 152: A procedure to evaluate the susceptibility of rapid flowslides in Southern Italy; 153: High-mobility of unconstrained rock avalanches: Numerical simulations of a laboratory experiment and an Argentinian event; 154: TRENT2D, a quasi-two-phase numerical code to simulate debris flow dynamics; 155: Coupling field and satellite data for an event-based landslide inventory; 156: Experimental and numerical modeling of anchors under seismic conditions; 157: Integrated engineering-geological and numerical approach applied to the large Büyükçekmece (Turkey) landslide for evaluating earthquake-induced effects; 158: Critical thresholds for landslides in Rio de Janeiro/RJ, Brazil; 159: Assessment of Lidar-derived DTMs for landslide susceptibility mapping: Application in the Brazilian subtropical forest; 160: Numerical simulation of a debris flow propagation: A case of study in Cinque Terre, Liguria; 161: The causes and agricultural impacts of large translational landslides: Case-studies from North Island, New Zealand; 162: Kinematics and the tsunamigenic potential of Taranto Landslide (northeastern Ionian Sea): Morphological analysis and modeling; 163: Development of new equation to estimate the maximum soil depth by using the safety factor; 164: Validation of a hybrid empirical-numerical model for simulating landslide-generated waves; 165: Simulated effect of topography and soil properties on hydrologic response and landslide potential under variable rainfall conditions in the Oregon Coast Range, USA; 166: Experimental analysis of velocity effect on residual shear strength; 167: The physical environment and landslides in the Colombian Andean tropics; 168: Assessment of soil saturation from climatic data in the framework of the Shallow Landslide Instability Prediction (SLIP) model; 169: The impacts of landslides on global society: Planning for change; 170: Ground instability and landslide management: Raising awareness and increasing capacity for change within affected societies; 171: East Cliff, Lyme Regis, UK: Balancing the needs of coastal protection, landslide prevention and the environment; 172: Comparison between deterministic and probabilistic stability analysis; 173: Analogue and numerical modeling of the Stromboli hot avalanches; 174: Coseismic landsliding hazard at Franz Josef (New Zealand): Preliminary geomorphic analysis of deformation mechanisms and future evolution; 175: Quantitative monitoring of surface movements on active landslides by multi-temporal, high-resolution X-Band SAR amplitude information: Preliminary results; 176: Bishop simplified applied to geotechnical mapping and local calculation of stability; 177: Slope stability assessment and evaluation of remedial measures using limit equilibrium and finite element approaches; 178: Using point clouds as topography input for 3D rockfall modeling; 179: Quantification of casualties from potential rock-slope failures in Norway; 180: Stochastic theory for landslide hazard forecasting (empirical verification, Seattle case study); 181: Landslide damage assessment at the intermediate to small scale; 182: The effect of land use change on landslide risk in Thailand; 183: Quantification of landslide hazards: Example from Hong Kong; 184: An integrated approach for landslide characterization in a historic centre; 185: Deformation propagation and identification of an impending disaster of a retained high embankment based on monitoring of minor deformation; 186: The large Montescaglioso landslide of December 2013 after prolonged and severe seasonal climate conditions; 187: Large scale rockslides in the Argentinean Andes. Distribution and forcing factors; 188: Shallow landslide susceptibility analysis in relation to land use scenarios; 189: Debris flow hazard zonation in Serra da Prata range, Paraná State, Brazil: Watershed morphometric constraints; 190: Calibration of rainfall thresholds for landslide early warning purposes: Applying the EDuMaP method to the system deployed in Campania region (Italy); 191: A regional methodology for rockfall hazard assessment in the hazard prevention map of Catalonia 1:25,000. A geomorphological approach; 192: Evolution from creeping to catastrophic landslides; 193: Analysis of Safety Factor in unsaturated pyroclastic slope; 194: The influence of slope instability processes in demographic dynamics of landslide-prone rural areas; 195: Reactivation and performance of a landslide in alpine climate at low altitude; 196: Multidisciplinary approach for hydrogeologic hazard assessment in the territory of the Campania Region; 197: Effects of mica content on hydraulic anisotropy of unsaturated soil; 198: Uncertainty analysis of slope stability considering geological heterogeneity; 199: Formation mechanism of the Hejiagou rock landslide triggered by Wenchuan earthquake; 200: Numerical simulation of Geobarrier System under rainfall infiltration; 201: Influences of strain rate and shear rate on the propagation of large scale rock avalanches; 202: Rockfall risk mitigation in the Tramuntana range of Mallorca (Spain); 203: Damage-based long term modelling of a large alpine rock slope; 204: Rainfall characteristics and critical rainfall for landslides in Papua New Guinea; 205: Definition of a fully functional EWS based on rainfall thresholds; 206: Integration of multicopter drone measurements and ground-based data for landslide monitoring; 207: High resolution quaternary geological map, assisting hazard evaluations in Norway; 208: Deep-seated landslide triggered by tunnel excavation; 209: Comparison of block size distribution in rockfalls; 210: Application of an integrated monitoring system for rock failures in the Coroglio tuff cliff (Naples, Italy); 211: Use of a borehole shear test method for geotechnical mapping of landslide risk areas; 212: Time prediction of an onset of failure in a sandy model slope based on the monitoring of the groundwater level and the surface displacement at different locations; 213: Mapping of areas susceptible to landslides in the watershed of Ribeirão Baú, Ilhota, Santa Catarina, Brazil; 214: Exploring possibilities of including detailed ALS derived biomass information into physically-based slope stability models at regional scale; 215: Combination of rainfall thresholds and susceptibility maps in regional-scale landslide warning systems; 216: Site investigation and modelling of earthquake-induced rock slides in central-southern Chile; 217: A field study on the influence of rainfall intensity, suction and load distribution, in a reinforced unsaturated slope in Brazil; 218: Stability analysis of the cliffs of Ponta Pirambu, Northeastern Brazil; 219: Failure of a shear pile wall used for the stabilization of a long landslide; 220: Assessment of the stability conditions of a large-volume sandstone block in the northern sector of the Siq of Petra; 221: How rock block shape can influence the kinematics and direction of slope displacement: Results from the San Leo rock plateau, Italy; 222: Large moving landslide inside a lignite mine in northern Greece; 223: Residual strength of cemented kaolin clays from ring shearing testing; 224: Geomorphological analysis for landslide dams; 225: Physical modelling of landslides into reservoirs: Effect of capillarity on rheology of granular landslide at impact; 226: Assessment of the 2006 to 2015 Corvara landslide evolution using a UAV-derived DSM and orthophoto; 227: Landslide Early Warning Systems—fundamental concepts and innovative applications; 228: Comparative analysis of heuristic and probabilistic landslide susceptibility models on the basis of a MORLE; 229: Examination of hydrological indices for predicting landslides in regions with heavy snowfall; 230: Location of the 1663 earthquake epicenter by the simulation of seismic wave propagation at a regional scale; 231: Kinematic analysis of the 7250 cal BP Betsiamites landslide; 232: An investigation on landslide stabilizing piles by using 3-D finite element analyses; 233: Experimental study for the design of flexible barriers under debris flow impact; 234: Pre and post 2015 Nepal earthquake landslide inventories; 235: Dynamic response of prone-to-fall rock compartments to ambient vibrations: Application for rock-fall hazard assessment; 236: Probabilistic analyses of Rapid Drawdown; 237: An earthflow in structurally complex formations of the Italian Southern Apennines: Geological structure and kinematics; 238: The effect of thermal fatigue in a limestone—a laboratory study; 239: The Flims Rockslide: New investigations of the kinematics and mechanics using an integrated geotechnical approach; 240: On the hydrogeological modelling of complex rockslides; 241: Experimental modelling of successive slope failures due to heavy rainfall; 242: A model for earthquake driven slope instabilities and morphologic landscape evolution; 243: Minor landslides and floods events affecting transportation network in Switzerland, preliminary results; 244: What happens when extreme weather conditions combine with inappropriate man activity?; 245: Preliminary analysis of rainfall-induced slope failures using the material point method; 246: Comprehensive study on failure prediction of landslide dams by piping; 247: Features and evolution of Mahu landslide group, Sichuan; 248: Analysis of the behavior of a flexible shallow landslide barrier under multiple load case: Mudslide and rockfall; 249: The economic impact of landslides affecting the Scottish road network; 250: Disastrous landslide (debris flow) induced by earthquake in the Northern Tien Shan in 1887; 251: The centrifuge model test for the sliding mechanism of Suo’ertou landslide; 252: Internal rock damage during landsliding: Kinematic effects; 253: Modelling the initiation and run-out of rainfall-induced slope instability; 254: Practice and thinking of landslide risk management considering their secondary consequences in the Three-Gorges Reservoir, China; 255: Evolution analysis of a toppling landslide based on trees’ growing—a case study of Erguxi landslide, Lixian county, China; 256: DEM simulations of simple fragmentation experiments; 257: Rock mass structures of slopes at a proposed large hydropower station dam site in Southwestern China; 258: Landslide induced by colluvial loading of rockfall due to underground mining; 259: Data requirements for the assessment of shallow landslide susceptibility using logistic regression

Biography

Helen B. Landgarten