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|a 551.3/07
|2 22
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| 049 |
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|a UAMI
|
| 245 |
0 |
0 |
|a Landslides :
|b causes, types and effects /
|c Ernest D. Werner and Hugh P. Friedman.
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| 264 |
|
1 |
|a New York :
|b Nova Science Publishers, Inc.,
|c [2010]
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| 300 |
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|a 1 online resource :
|b color illustrations, maps
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| 336 |
|
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 490 |
1 |
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|a Natural disaster research, prediction and mitigation series
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| 504 |
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|a Includes bibliographical references (pages 384-389) and index.
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| 588 |
0 |
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|a Online resource; title from PDF title page (Site, viewed 061/29/2021).
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| 505 |
0 |
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|a Mass movements in Adriatic Central Italy : activation and evolutive control factors -- 1. Introduction -- 2. Regional setting -- 2.1. Geology, neotectonic and seismicity -- 2.2. Geomorphological evolution and climatic conditions -- 2.3. Geo-mechanical and hydrogeological background -- 3. Landsliding susceptivity in the study area, in the Italian environmental context -- 4. Gravitational phenomena in the Central Apennine -- 4.1. Mass movements of the tectonic slopes -- 4.1.1. The study cases -- 4.1.1.1. Mass movements along the bordering slope of the tectonic basins -- 4.1.1.2. Mass movements along the thrust fronts -- 4.2. Mass movements on the valley slopes -- 4.2.1. The study cases -- 4.2.1.1. Mass movements of the glacial slopes -- 4.2.2.2. Mass movements along the Fluvial-Denudation slopes -- 5. The gravitational phenomena of the Peri-Adriatic Belt -- 5.1. Mass movements in the top sectors of the reliefs -- 5.1.1. The study cases -- The case of Monte Falcone -- The case of Montegiorgi -- 5.2. Mass movements of the Clayey slopes -- 5.3. Mass movements of the coast -- 6. Evolution of rural landscape and landsliding -- Phase 1 -- Phase 2. The "Alberata" landscape -- Phase 3 -- 7. Conclusion / Domenico Aringoli, Bernardino Gentili, Marco Materazzi and Gilberto Pambianchi.
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| 505 |
8 |
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|a Causes and effects of landslides in the Monterrey Metropolitan area, NE Mexico. 1. Introduction -- 2. Ubication and demographic growth -- 3. Geological setting -- 3.1. Morphological features and geological setting -- 3.2. Lithology -- 3.3. Structural geology -- 4. Hydrometeorological conditions -- 4.1. Climatic conditions -- 4.2. Extraordinary rainfall events -- 5. Landslides types in the MMA -- 5.1. Ancient landslides related to geological causes -- 5.1.1. Landslide in Las Mitras Anticline -- 5.1.2. Block fall in the Chipinque area -- 5.2. Recent landslides related to human causes -- 5.2.1. Landslides in quarries areas -- Salvador Allende landslide -- Mitras landslide -- 5.2.2. Landslides in slope areas -- Las Lajas landslide -- 6. Discussion -- 6.1. Rainfall intensity--Duration landslide control -- 6.2. Landslides and intense rainfall events correlation -- 7. Additional landslide causes -- 8. Conclusions / Juan C. Montalvo-Arrieta, Gabriel Chávez-Cabello, Fernando Velasco-Tapia and Ignacio Navarro de León.
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| 505 |
8 |
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|a Mitigation of large landslides and debris flows in Slovenia, Europe. I. Introduction -- II. Natural conditions in slovenia -- A. Precipitation and run-off -- B. Hydrogeology and relief -- C. Flooded areas -- III. Land sliding and erosion processes in Slovenia -- IV. Large landslides in Slovenia -- A. Stože landslide -- B. Strug landslide -- C. Macesnik landslide -- D. Slano Blato landslide -- V. General on mitigation of large landslides in Slovenia -- VI. Mitigation of the Macesnik landslides -- VII. Mitigation of the Slano Blato landslide -- VIII. Conclusions / Matjaž Mikoš and Bojan Majes.
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| 505 |
8 |
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|a Geomatic methods for punctual and areal control of surface changes due to landslide phenomena. 1. Introduction -- 2. Point-based measurements -- 2.1. Differential leveling -- Spirit and trigonometric levelling basic concepts -- 2.1.2. Instruments and elaborates -- 2.2. Two- and three-dimensional positional techniques -- 2.2.1. Basic concepts about topographic surveys by means of GNSS and total stations -- 2.2.2. Instruments and elaborates of GNSS -- 2.2.3. Instruments and elaborates of total stations -- 2.2.4. Monumentation -- 3. Non-contact methods -- 3.1. Airborne LiDAR and terrestrial laser scanner == 3.1.1. Basic concepts -- 3.1.2. Instruments and elaborates -- 3.1.3. Accuracy of point clouds -- 3.2. Optical sensors -- 3.2.1. Satellite imagery -- 3.2.2. Photogrammetry -- 3.2.2.1. Basic concepts -- 3.2.2.2. Instruments and elaborates -- 3.2.2.3. Ground fixed single digital camera -- 3.2.2.4. About the archival photogrammetry -- 3.2.2.5. Accuracy of stereoscopic data capture -- 3.3. Radar sensors -- 3.3.1. Satellite/airborne Dinsar : basic concepts -- 3.3.2. Terrestrial radar interferometry -- 4. Selection of the monitoring system -- 5. Discussion / L. Borgatti, L. Vittuari and A. Zanutta.
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| 505 |
8 |
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|a Using largest seismically induced landslides for estimating earthquake magnitudes and topography changes. Introduction -- The method of the paleoseismogeology and evolution of paleoseismological investigations -- Study area and historic background -- Estimating earthquake magnitudes and topography changes on the basis of landslide study -- Estimating magnitudes of prehistoric earthquakes from landslide data -- Difficulties and limitations of suggested approach -- Conclusion / A.R. Agatova and R.K. Nepop.
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| 505 |
8 |
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|a Recognition of likely large-scale landslip failure surfaces through geotechnical core logging methods. 1. Introduction -- 2. Geotechnical rock core logging -- 2.1. Qualitative rock mass descriptions -- 2.2. Quantitative rock mass strength characterization -- 3. Further characterization and implications -- Conclusion / Nick Thompson and Robert J. Watters.
|
| 505 |
8 |
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|a Multi-scale analysis for estimating strong ground motion and structure responses. 1. Introduction -- 2. Formulation of multi-scale analysis -- 3. Numerical experiements -- 4. Conclusion / Tsuyoshi Ichimura and Muneo Hori.
|
| 505 |
8 |
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|a Prediction of the seismic displacement of landslides using a multi-block model. Introduction -- 2. The multi-block model -- 3. Extension of the multi-block model to predict the response of landslides -- Sliding system model for large displacement -- Constitutive model predicting the response along slip surfaces due to pore pressure build-up -- Soil response -- Proposed model -- Discussion of the model and its parameters -- Calibration of the model parameters, comparison between measurements and predictions and discussion implementation -- Steps needed to apply the model -- 4. Validation of the multi-block model for the prediction of the triggering and deformation of landslides -- The Nikawa slide -- Establishment of the soil strength and density -- Prediction of the location of the slip surface -- Multi-block predictions -- Conclusions / Constatine A. Stamatopoulos.
|
| 505 |
8 |
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|a Faults activity, landslides and fluvial catchments triggered by the 28 December 1908 Messina Strait earthquake (Italy). 1. Introduction -- 2. The 28 December 1908 Messina Strait earthquake : source parameters -- 3. Evidence of tectonic controls on drainage basins -- 4. Modifications of landscape induced by the 1908 fault rupture / Pierpaolo Guarnieri.
|
| 505 |
8 |
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|a Special problems in landslide modelling : mathematical and computational methods. 1. The role of mathematical methods in simulations of landslide movements -- 1.1. General motivation -- 1.2. Formulation of model problems based on the multibody contact theory -- 1.2.1. Models based on the Multibody contact theory in thermo-visco-elasticity. Boundary and contact conditions ; Multibody contact problems in (thermo-visco-)elastic rheology with short memory ; Multibody contact problems in (thermo-visco-)elastic rheology with long memory -- 1.2.2. Models based on the Multibody contact theory in thermo-visco-elasticity. Rheology and the constitutive relations ; Boundary and contact conditions -- 1.2.3. Preliminaries and notations -- 2. The model based on the contact problem with given friction in thermo-elasticity : static case -- 2.1. Introduction -- 2.2. Models based on the contact problem with given friction (the so-called Tresca Model) in thermo-elasticity -- 2.2.1. Formulation of the problem -- 2.2.2. Variation (weak) solution of the problem -- 2.2.3. Finite element solution of the problem -- 2.2.4. Algorithm -- 3. The models based ont he dynamci and quasi-static contact problems with Coulombian friction in visco-elasticity with short and long memories formulated in velocities and displacements -- 3.1. Introduction -- 3.2. Models based on the dynamic contact problems formulated in velocities -- 3.2.1. Formulation of the problem -- 3.2.2. Weak solution of the problem. Variational formulation of the problem and the penalty approximation ; Existence results ; A priori estimates -- 3.3. Models based on quasi-static and dynamic contact problems formulated in displacements -- 3.3.1. Introduction -- 3.3.2. Formulation of the dynamic model problems -- 3.3.3. The quais-static multibody contact problems -- 3.3.4. The approximate multibody dynamic contact problems -- 3.4. Numerical solutions of dynamic model problems formulated in displacements -- 3.5. Algorithms -- 3.5.1. Semi-implicit scheme -- 3.5.2. Approximate mixed varational formulation of the Tresca Model : the Saddle Point-Uzawa/CGM approach : the matching case -- 3.5.3. The mortar approach : the non-matching case. Mixed variational formulation : elastic case ; Mixed variational formulation : visco-elastic case -- 3.5.4. Matrix formulation and the Primal-Dual Active Set strategy method (PDAS) : the frictionless case in (visco-)elasticity with short memory. Algorithm D-PDAS -- 3.6. Model problems in thermo-visco-elasticity with long memory -- 3.7. Introduction -- 3.7.1. Formulation of the model problem in the thermo-visco-elastic rheology with long memory and its weak solution. Formulation of the problem ; Variational (weak) solution of the problem ; Uniqueness ; Existence ; A priori estimates I ; A priori estimates II -- 3.7.2. Numerical solution of the problem. Discrete approximation of the quasi-static problem in visco-elasticity with long memory -- Discrete approximation of the dynamic problem in thermo-visco-elasticity ith long memory -- 4. Mathematical models in thermo-hydro-geomechanical coupling -- 4.1. Formulation of the mathematical model problem and its variational (weak) solution -- 4.1.1. Introduction -- 4.1.2. The problem formulation and the friction law -- 4.1.3. Variational (weak) solution of the problem -- 4.2.Numerical approach -- 4.2.1. Dynamic case -- 4.2.2. Stationary flow case -- 4.2.3. Algorithm of the dynamic visco-plastic part of the problem -- 5. Numerical experiments -- 5.1. The bridge on a non-stable slope -- 5.1.1. Introduction -- 5.1.2. The mode -- 5.1.3. Results and discussion -- 5.1.4. Conclusions and remarks -- 5.2. Modelling of crustal movements having influence on the landslide origin -- 5.3. The unstable loaded slope in the overflowed region -- Appendix. Security of countries endangered by bigger hurricanes : proposal of the research project / Jiří Nedoma.
|
| 546 |
|
|
|a English.
|
| 590 |
|
|
|a eBooks on EBSCOhost
|b EBSCO eBook Subscription Academic Collection - Worldwide
|
| 590 |
|
|
|a ProQuest Ebook Central
|b Ebook Central Academic Complete
|
| 650 |
|
0 |
|a Landslides.
|
| 650 |
|
0 |
|a Neotectonics.
|
| 650 |
|
0 |
|a Deformations (Mechanics)
|
| 650 |
|
6 |
|a Néotectonique.
|
| 650 |
|
6 |
|a Déformations (Mécanique)
|
| 650 |
|
7 |
|a deformation.
|2 aat
|
| 650 |
|
7 |
|a SCIENCE
|x Earth Sciences
|x Sedimentology & Stratigraphy.
|2 bisacsh
|
| 650 |
|
7 |
|a Deformations (Mechanics)
|2 fast
|
| 650 |
|
7 |
|a Landslides
|2 fast
|
| 650 |
|
7 |
|a Neotectonics
|2 fast
|
| 700 |
1 |
|
|a Werner, Ernest D.,
|d 1956-
|e editor.
|
| 700 |
1 |
|
|a Friedman, Hugh P.,
|e editor.
|
| 758 |
|
|
|i has work:
|a Landslides (Text)
|1 https://id.oclc.org/worldcat/entity/E39PCGC6VrwDDCb6m3b479cRqP
|4 https://id.oclc.org/worldcat/ontology/hasWork
|
| 776 |
0 |
8 |
|i Print version:
|t Landslides.
|d New York : Nova Science Publishers, ©2010
|z 1607412586
|w (DLC) 2009015093
|
| 830 |
|
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|a Natural disaster research, prediction and mitigation series.
|
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4 |
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