Seismic microzonation of the Accumoli municipality (Rieti, Italy) after the August 24 th earthquake: preliminary considerations.
|
|
- Whitney Gaines
- 6 years ago
- Views:
Transcription
1 Seismic microzonation of the Accumoli municipality (Rieti, Italy) after the August 24 th earthquake: preliminary considerations. C. Comina, M. Della Seta, C. Esposito, L. Falconi, S. Foti, L. M. Giannini, S. Hailemikael, L. Lenti, G. Martini, S. Martino, A. Paciello, F. Passeri, M. Proposito, C. Puglisi, S. Rivellino, Romeo R.W., L. Sambuelli, G. Scarascia Mugnozza, L. V. Socco, F. Troiani, C. Varone, V. Verrubbi
2 Study area: Macroarea2 Accumoli and villages - The study area is located less then 10 km far from to the epicenter of the 24 th August 2016 earthquake (M w 6.0) - It is located in the Latium Region and in the Rieti administrative zone - According to ISTAT the area includes 16 administrative villages and 682 inhabitants (ISTAT, 2013) - It is extended from the Mts of Laga to the Mts Sibillini, including part of the Tronto River valley at elevations varying from 700 up to 1750 m a.s.l.. Page 2
3 Geological setting: general view Cherty limestone group Marne a Fucoidi Scaglia Rossa Scaglia Cinerea Bisciaro MESO-CENOZOIC CARBONATIC DOMAIN Valle Tronto (lower zone) Grisciano 2 - Tino 3 - Illica 4 - Accumoli 5 - Fonte del Campo 6 - Poggio Casoli 7 - Villanova 8 - S.Giovanni 9 - Terracino Carbonatic ridge zone Valle Tronto (high zone) 3 Pre-evaporitic members: - arenaceous - arenaceous-pelitic - pelitic arenaceous CENOZOIC LAGA FLYSCH ZONE Marne con Cerrogna Marne a Pteropodi Flysch ridge zone Page 3
4 Geological setting: Tronto River valley (lower zone) - Alluvial fan deposits overlying or interlayered with coarse-size alluvial deposits - «V-shape» valley Page 4
5 Geomorphological features: Tronto River valley (lower zone) - Different generations of alluvial fan deposits overlying and interlayered each other - Heterogeneity of alluvial deposits due to fans overlying alluvia Page 5
6 Geophysical investigations: Tronto River valley (lower zone) Page 6
7 Geophysical investigations: Tronto River valley (lower zone) SARA SL06 Page 7
8 Geophysical investigations: Tronto River valley (lower zone) Page 8
9 Geophysical investigations: Tronto River valley (lower zone) GRI1 GRI3 GRI3 GRI2 GRI1 GRI2 Page 9
10 Geophysical investigations: Tronto River valley (lower zone) A Manual picking and seismic tomography are obtained by the commercial software RAYFRACT. B A Distance (m) GRI1 Possible water table D D C C B GRI2 Page 10
11 Geophysical investigations: Tronto River valley (lower zone) The inversion performed by the first resonance mode does not fit completely the low frequency behavior higher modes are probably requested to obtain a better fitting Vs 30 evaluation is very well constrained and the distribution obtained for the 24 equivalent models shows a central value at 350 m/s. Page 11
12 Geophysical investigations: Tronto River valley (lower zone) A A Manual picking and seismic tomography are obtained by the commercial software RAYFRACT. B Strada di accesso GRI3 GRI3 B Vs 30 evaluation is very well constrained and the distribution obtained for the 136 equivalent models shows a central value at 520 m/s. Page 12
13 Geological setting: Tronto River valley (upper zone) - Alluvial fan deposits overlaying and interlayered with coarse-grained alluvial deposits - «V shape» valley - Alluvial deposits at river confluence - Ridges with normally oriented slopes Page 13
14 Geomorphological features: Tronto River valley (upper zone) - Different generations of alluvial fan deposits overlyed and interlayered each other - Heterogeneity of alluvial deposits due to fans overlying alluvial deposits Page 14
15 Geophysical investigations: Tronto River valley (upper zone) Page 15
16 Geophysical investigations: Tronto River valley (upper zone) Page 16
17 Geophysical investigations: Tronto River valley (upper zone) Page 17
18 Geophysical investigations: Tronto River valley (upper zone) FCAMP Page 18
19 Geophysical investigations: Tronto River valley (upper zone) falda Manual picking and seismic tomography are obtained by the commercial software RAYFRACT. bedrock FCAMP The dispersion curves were obtained by merging MASW, REMI and circular arrays. The circular array data were processed by the fkbeamforming approach. Also in this case the fitting will be improved by considering upper modes and not only the first one. Vs 30 evaluation is very well constrained and the distribution obtained for the 278 equivalent models shows a central value at 530 m/s. Page 19
20 Geophysical investigations: Tronto River valley (upper zone) Preliminary results in terms of HVSR from the recorded weak motions show a significant amplification in the 5-7Hz frequency range, ascribable to the resonance of alluvial deposits Page 20
21 Geophysical investigations: Tronto River valley (upper zone) Page 21
22 Geophysical investigations: Tronto River valley (upper zone) Page 22
23 Geological setting: carbonatic ridge zone - Debris cover overlying a stiff bedrock - Cataclastic belt along the thrust zone - Different jointing conditions of the outcropping rock masses Page 23
24 Geomechanical characterization: carbonatic ridge zone Meso-cenozoic carbonatic domain Cenozoic emipelagic domain Villanova village Page 24
25 Geomechanical characterization: carbonatic ridge zone Page 25
26 Geophysical investigations: carbonatic ridge zone Villanova S.Giovanni Terracino Page 26
27 Geological setting: flysch ridge zone Cassino - Narrow ridges in the arenaceous and pelitic members of the Laga Flysch, elongated almost NE- SW and EW Collespada Colleposta Page 27
28 Geological setting: flysch ridge zone 24 August 2016 Page 28
29 Already existing MOPS (I SM level) map More detail is requested to describe the intense jointing of the cataclastic belt along the thrust zone More details is requested to describe the geometrical setting among different alluvial deposits More detailed mapping of debris and weathered covers is requested More details is requested to describe the geometrical setting among different alluvial deposits Topographic features responsible for possible topographic amplification effects should be mapped Page 29
30 Slope Instabilities: PARSIFAL approach to III level SM PARSIFAL (Probabilistic Approach for Rating Seismically Induced slope FAiLures), is a comprehensive approach aiming at quantifying the hazard related to earthquakeinduced landslide at municipality as well as at regional scale Ongoing activities ismica.it/it/attivita/terremotocentro-italia/49-applicazione-dellapproccio-parsifal-nell-areacolpita-dal-sisma-del-24-agosto Page 30
31 - Detection of areas without wood cover - Detection of main connection lines (roads, tracks.) - Use of buffers to allow stability analysis of man-made trenches along roads Slope analysis: preliminary results Page 31
32 Geomechanical survey of jointed rock masses - Geomechanical survey of jointed rock masses, prelimirary to rock mass zonation and kinematic tests for evaluating the suitability of different failure mechanisms Page 32
33 Slope analysis: preliminary results - Half-basin morphometry analysis for carrying on slope stability for first time shallow landslides - Geomechanical survey to perform a lithotecnical zoning of debris and weathered covers Page 33
34 Inventorying of already existing landslides - Use of the LIDAR DEM available from CNR for the Maroarea2 territory - Landslide inventorying from IFFI+PAI+MS1 (where existing) and validation of the mapping criteria - Design of a geodatabase for already existing landslides Page 34
35 Geomechanical survey of already existing landslides Page 35
36 Timeschedule and State of Art Page 36
37 Macroarea2 Accumoli and villages: preliminary conclusions - The Macroarea2 zone is characterized by local seismic amplification, mainly related to the alluvial deposits of the Tronto river valley - Minor amplification effects are measured somewhere in debris due to weathered rock masses, landslides or taluses - Topographic amplification effects can be supposed up to now even if numerical and instrumental data are still necessary to demonstrate and better constrain them - Both 1D and 2D conceptual models for local seismic response can be considered in the Macroarea2 zone; these models will represent the start-point for planning boreholes and DH tests as well as numerical modelling Page 37
38 Thanks for your attention GeoslopestabSPZ Geo-slopestability "Sapienza" Pagina 38
Project S4: ITALIAN STRONG MOTION DATA BASE. Deliverable # D3. Definition of the standard format to prepare descriptive monographs of ITACA stations
Agreement INGV-DPC 2007-2009 Project S4: ITALIAN STRONG MOTION DATA BASE Responsibles: Francesca Pacor, INGV Milano Pavia and Roberto Paolucci, Politecnico Milano http://esse4.mi.ingv.it Deliverable #
More informationEffects of Surface Geology on Seismic Motion
4 th IASPEI / IAEE International Symposium: Effects of Surface Geology on Seismic Motion August 23 26, 2011 University of California Santa Barbara THE ROLE OF SUBSOIL HETEROGENEITY IN THE SEISMIC RESPONSE
More informationLEVEL II SEISMIC MICROZONING IN THE SAN GIMIGNANO AREA (CENTRAL ITALY)
European Congress on Regional Geoscientific Cartography and Information system Bologna 12-15 June 2012 LEVEL II SEISMIC MICROZONING IN THE SAN GIMIGNANO AREA (CENTRAL ITALY) D. Albarello, M. Coltorti,
More informationANNALS OF GEOPHYSICS, 59, Fast Track 5, 2016; DOI: / ag
Local seismic response studies in the north-western portion of the August 24 th, 2016 Mw 6.0 earthquake affected area. The case of Visso village (Central Apennines) IOLANDA GAUDIOSI, GIANLUCA VIGNAROLI,
More informationA PROCEDURE FOR THE EVALUATION OF SEISMIC LOCAL EFFECTS IN LOMBARDIA (ITALY) FOR URBAN PLANNING
A PROCEDURE FOR THE EVALUATION OF SEISMIC LOCAL EFFECTS IN LOMBARDIA (ITALY) FOR URBAN PLANNING F. Pergalani 1 and M. Compagnoni 1 1 Dipartimento di Ingegneria Strutturale - Politecnico di Milano, Piazzale
More informationInterpretive Map Series 24
Oregon Department of Geology and Mineral Industries Interpretive Map Series 24 Geologic Hazards, and Hazard Maps, and Future Damage Estimates for Six Counties in the Mid/Southern Willamette Valley Including
More informationESTIMATION OF SEDIMENT THICKNESS BY USING MICROTREMOR OBSERVATIONS AT PALU CITY, INDONESIA. Pyi Soe Thein. 11 November 2013
ESTIMATION OF SEDIMENT THICKNESS BY USING MICROTREMOR OBSERVATIONS AT PALU CITY, INDONESIA By Pyi Soe Thein 11 November 2013 Outlines Introduction Research objectives Research analyses Microtremor Single
More informationDown-stream process transition (f (q s ) = 1)
Down-stream process transition (f (q s ) = 1) Detachment Limited S d >> S t Transport Limited Channel Gradient (m/m) 10-1 Stochastic Variation { Detachment Limited Equilibrium Slope S d = k sd A -θ d S
More informationSEISMIC SURVEY METHODS
SEISMIC SURVEY METHODS Seismic methods Seismic surveys are used in geology and geotechnical engineering to: a) define the depth of the bedrock; b) investigate the landslide areas, c) check the structural
More informationRefraction Microtremor for Shallow Shear Velocity in Urban Basins
Refraction Microtremor for Shallow Shear Velocity in Urban Basins John Louie, Nevada Seismological Lab UNR students: J. B. Scott, T. Rasmussen, W. Thelen, M. Clark Collaborators: S. Pullammanappallil &
More informationA METHODOLOGY FOR ASSESSING EARTHQUAKE-INDUCED LANDSLIDE RISK. Agency for the Environmental Protection, ITALY (
A METHODOLOGY FOR ASSESSING EARTHQUAKE-INDUCED LANDSLIDE RISK Roberto W. Romeo 1, Randall W. Jibson 2 & Antonio Pugliese 3 1 University of Urbino, ITALY (e-mail: rwromeo@uniurb.it) 2 U.S. Geological Survey
More informationAugust 31, 2006 Embankment Failure Debris Flow at the Cascades Development Haywood County, North Carolina. Introduction. Findings
August 31, 2006 Embankment Failure Debris Flow at the Cascades Development Haywood County, North Carolina Introduction North Carolina Geological Survey (NCGS) staff members visited the site of the August
More informationInternational Journal of Modern Trends in Engineering and Research e-issn No.: , Date: April, 2016
International Journal of Modern Trends in Engineering and Research www.ijmter.com e-issn No.:2349-9745, Date: 28-30 April, 2016 Landslide Hazard Management Maps for Settlements in Yelwandi River Basin,
More information9. SLOPE AND EMBANKMENT FAILURES
9. SLOPE AND EMBANKMENT FAILURES 9.1 Soil Slope Failures There were some soil slope failures on the banks of roadways and along Ceyhan river (Figures 9.1, 9.2 and 9.3). These are observed Mercimekköy,Yüreğir
More informationStudio delle Proprietà Geotecniche e del Comportamento Dinamico dell Alta Valle del Crati nell Area Urbana di Cosenza
Trieste, 17-19 Novembre 2015 Studio delle Proprietà Geotecniche e del Comportamento Dinamico dell Alta Valle del Crati nell Area Urbana di Cosenza Maurizio Piersanti 1, A. Caserta 2, G. Galli 1, G. Carlucci
More informationMicro Seismic Hazard Analysis
Micro Seismic Hazard Analysis Mark van der Meijde INTERNATIONAL INSTITUTE FOR GEO-INFORMATION SCIENCE AND EARTH OBSERVATION Overview Site effects Soft ground effect Topographic effect Liquefaction Methods
More informationLocal Seismic Response Analysis in the Large Büyükçekmece (Turkey) Landslide Area by Detailed Engineering-Geological and Numerical Modelling
6 th International Conference on Earthquake Geotechnical Engineering 1-4 November 2015 Christchurch, New Zealand Local Seismic Response Analysis in the Large Büyükçekmece (Turkey) Landslide Area by Detailed
More information*Anne Carter Witt Matt Heller
*Anne Carter Witt Matt Heller Division of Geology and Mineral Resources, Virginia Department of Mines, Minerals and Energy, 900 Natural Resources Drive, Suite 500, Charlottesville, VA 22903 anne.witt@dmme.virginia.gov
More information2D numerical modelling of seismically induced strain effects in a complex geological system hosting a recently urbanized
2D numerical modelling of seismically induced strain effects in a complex geological system hosting a recently urbanized neighbour of Rome C. Varone 1, L. Lenti 2, S. Martino 1, G. Scarascia Mugnozza 1,
More informationWORKSHOP ON PENETRATION TESTING AND OTHER GEOMECHANICAL ISSUES Pisa 14 June 2016 ROOM F8
WORKSHOP ON PENETRATION TESTING AND OTHER GEOMECHANICAL ISSUES Pisa 14 June 2016 ROOM F8 LIQUEFACTION PHOENOMENA DURING THE EMILIA SEISMIC SEQUENCE OF 2012 AND THE LIQUEFACTION POTENTIAL FROM A LARGE DATABASE
More informationGemona valley (Italy)
Gemona valley (Italy) Situation of the valley Gemona is a city located in the north-eastern part of Italy. It is mainly built on an alluvial fan. The area were Gemona is located is a seismologically active
More informationHaydar Hussin (1), Roxana Ciurean (2), Paola Reichenbach (1), Cees van Westen (3), Gianluca Marcato (4), Simone Frigerio (4), V. Juliette Cortes (4)
7/10/2013 Changing Hydro-meteorological Risks - as Analyzed by a New Generation of European Scientists Probabilistic 2D numerical landslide modeling: a first step towards assessing changes in risk due
More information3D Spectral Element Model for Numerical Simulation of the Seismic Ground Motion in the Aterno Valley (Italy)
Chapter 30: 3D Spectral Element Model for Numerical Simulation of the Seismic Ground Motion in the Aterno Valley (Italy) Chapter 30 3D Spectral Element Model for Numerical Simulation of the Seismic Ground
More informationEvaluation of site effects: development of the semiquantitative abacuses in Lazio Region (Italy)
Evaluation of site effects: development of the semiquantitative abacuses in Lazio Region (Italy) F. Pergalani & M. Compagnoni Politecnico di Milano-Dipartimento di Ingegneria strutturale, Milano, Italy
More informationNORTH OF TEHRAN SITE EFFECT MICROZONATION
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 3423 NORTH OF TEHRAN SITE EFFECT MICROZONATION M.K. Jafari 1, M.Kamalian 2, A.Razmkhah 3, A.Sohrabi 4
More informationSEISMIC RADAR AND ELECTRICAL TECHNIQUES FOR WASTE DISPOSAL ASSESSMENT. M. Pipan, G. Dal Moro, E. Forte & M. Sugan
SEISMIC RADAR AND ELECTRICAL TECHNIQUES FOR WASTE DISPOSAL ASSESSMENT M. Pipan, G. Dal Moro, E. Forte & M. Sugan Department of Geological, Environmental and Marine Sciences, University of Trieste Via Weiss,
More informationTwo case history of EMS data application: earthquake in central italy and flooding in Piedmont region
Two case history of EMS data application: earthquake in central italy and flooding in Piedmont region Luca Lanteri*, Rocco Pispico*, R. Cremonini** *Arpa Piemonte, Geological and Natural Risk Dipartiment
More informationSEISMIC GROUND RESPONSE ANALYSIS AT THE SITE OF SAN FELICE CHURCH IN POGGIO PICENZE
SEISMIC GROUND RESPONSE ANALYSIS AT THE SITE OF SAN FELICE CHURCH IN POGGIO PICENZE SabbaniVenkatesh,Rakesh K, GollapalliRakesh students University college of engineering,osmania University ABSTRACT When
More informationDipartimento di Ingegneria Civile, Edile-Architettura e Ambientale, Università degli Studi dell Aquila, Italy 2
Comparison between shallow geology, resonance frequency and buildings damage due to the April 6, 2009 Mw 6.1 and the February 2, 1703 Mw 6.7 earthquakes at L Aquila historical downtown M. Tallini 1, F.
More informationGeophysical Site Investigation (Seismic methods) Amit Prashant Indian Institute of Technology Gandhinagar
Geophysical Site Investigation (Seismic methods) Amit Prashant Indian Institute of Technology Gandhinagar Short Course on Geotechnical Aspects of Earthquake Engineering 04 08 March, 2013 Seismic Waves
More informationSeismic Response Analysis of selected sites in Wenxian urban area, China
Seismic Response Analysis of selected sites in Wenxian urban area, China Y. Lu, K. Liu & Q. Li Earthquake Administration of Gansu Province (Key Laboratory of Loess Earthquake Engineering, CEA),China Y.
More informationResponse on Interactive comment by Anonymous Referee #1
Response on Interactive comment by Anonymous Referee #1 Sajid Ali First, we would like to thank you for evaluation and highlighting the deficiencies in the manuscript. It is indeed valuable addition and
More informationSPATIAL MODELS FOR THE DEFINITION OF LANDSLIDE SUSCEPTIBILITY AND LANDSLIDE HAZARD. J.L. Zêzere Centre of Geographical Studies University of Lisbon
SPATIAL MODELS FOR THE DEFINITION OF LANDSLIDE SUSCEPTIBILITY AND LANDSLIDE HAZARD J.L. Zêzere Centre of Geographical Studies University of Lisbon CONCEPTUAL MODEL OF LANDSLIDE RISK Dangerous Phenomena
More informationStation Description Sheet STE
Station Description Sheet STE 1. General Information 2. Geographical Information / Geomorphology 3. Geological Information 4. Geotechnical Site Characterization. Geophysical Site Characterization 6. Site
More informationUChile - LMMG Shear Wave Velocity (V S. ): Measurement, Uncertainty, and Utility in Seismic Hazard Analysis. Robb Eric S. Moss, Ph.D., P.E.
UChile - LMMG 2015 Shear Wave Velocity (V S ): Measurement, Uncertainty, and Utility in Seismic Hazard Analysis Robb Eric S. Moss, Ph.D., P.E. Assoc. Prof. of Earthquake, Geotechnical, and Risk Engineering
More informationBy Prof. Filippos Vallianatos, Technological Educational Institute of Crete
Report of the Short Term Visit in CNR ITABC, Rome Italy By Prof. Filippos Vallianatos, Technological Educational Institute of Crete Period of Visit April 16, 2015 to April 29, 2015 As it is not possible
More informationA. Refer to Appendix F in back of lab manual for list of commonly used geologic map symbols
Structural Geology Lab 2: Outcrop Patterns and Structure Contours I. Geologic Map Symbols A. Refer to Appendix F in back of lab manual for list of commonly used geologic map symbols 1. Emphasis: a. strike
More informationINTRODUCTION. Climate
INTRODUCTION Climate Landslides are serious natural disasters in many parts of the world. Since the past 30 years, rainfall triggered landslides and debris flows had been one of the natural disasters of
More informationJoint-inversion of Soil Profile with Receiver Function and Dispersion Curve using Arrays of Seismometers
Joint-inversion of Soil Profile with Receiver Function and Dispersion Curve using Arrays of Seismometers D.Calderon 1, T.Sekiguchi 1, S.Nakai 1, Z.Aguilar 2, F.Lazares 2 1 Department of Urban Environment
More informationGeospatial Approach for Delineation of Landslide Susceptible Areas in Karnaprayag, Chamoli district, Uttrakhand, India
Geospatial Approach for Delineation of Landslide Susceptible Areas in Karnaprayag, Chamoli district, Uttrakhand, India Ajay Kumar Sharma & Anand Mohan Singh Overview Landslide - movement of a mass of rock,
More informationThe significance of site effect studies for seismic design and assessment of industrial facilities
The significance of site effect studies for seismic design and assessment of industrial facilities Corinne Lacave, Martin G. Koller Pierino Lestuzzi, and Christelle Salameh Résonance Ingénieurs-Conseils
More informationEffects of Surface Geology on Seismic Motion
4 th IASPEI / IAEE International Symposium: Effects of Surface Geology on Seismic Motion August 23 26, 2011 University of California Santa Barbara EFFECTS OF EXISTING LANDSLIDES ON SEISMICALLY-INDUCED
More informationMinor shallow gravitational component on the Mt. Vettore surface ruptures related to M W 6, 2016 Amatrice earthquake
Minor shallow gravitational component on the Mt. Vettore surface ruptures related to M W 6, 2016 Amatrice earthquake MATTEO ALBANO 1, MICHELE SAROLI 2,1, MARCO MORO 1, EMANUELA FALCUCCI 1, STEFANO GORI
More informationA scale/resolution problem
Near Surface 2005 September 4-7, 2005, Palermo Italy WORKSHOP on Hydrogeophysics a tool for sustainable use of groundwater resources Integrated Seismic and GPR characterization of fractured rocks Pipan,
More information2014 Summer Training Courses on Slope Land Disaster Reduction Hydrotech Research Institute, National Taiwan University, Taiwan August 04-15, 2014
Final Project Report 2014 Summer Training Courses on Slope Land Disaster Reduction Hydrotech Research Institute, National Taiwan University, Taiwan August 04-15, 2014 Landslides in Mt. Umyeon Susceptibility
More informationPinyol, Jordi González, Marta Oller, Pere Corominas, Jordi Martínez, Pere
Rockfall hazard mapping methodology applied to the Geological Hazard Prevention Map in Catalonia 1:25000 Pinyol, Jordi González, Marta Oller, Pere Corominas, Jordi Martínez, Pere ROCKFALL HAZARD MAPPING
More information12 th International Symposium on Landslides June 2016, Napoli (Italy)
12 th International Symposium on s 12-19 June 2016, Napoli (Italy) use of thematic for landslide susceptibility assessment by means of statistical : case study of shallow landslides in fine grained soils
More informationGeog 1000 Lecture 17: Chapter 10
Geog 1000 Lecture 17: Chapter 10 Landslides and Mass Movements Link to lectures: http://scholar.ulethbridge.ca/chasmer/classes/ Today s Lecture 1. Assignment 2 Due Pick up Assignment 1 if you don t have
More informationANNEX I. 2 nd report on SEED project (Identification of landslide phenomena and landslides prone areas into the CKNP and in its buffer zone)
ANNEX I 2 nd report on SEED project (Identification of landslide phenomena and landslides prone areas into the CKNP and in its buffer zone) Dr. Chiara Calligaris, Prof. Giorgio Poretti, Dr. Shahina Tariq
More informationRock slope stability problems in Gold Coast area, Australia
Rock slope stability problems in Gold Coast area, Australia Author Shokouhi, Ali, Gratchev, Ivan, Kim, Dong Hyun Published 2013 Journal Title International Journal of GEOMATE Copyright Statement 2013 GEOMATE
More informationSlope dynamics acting on Villa del Casale (Piazza Armerina, Sicily)
Slope dynamics acting on Villa del Casale (Piazza Armerina, Sicily) G. Delmonaco, C. Margottini, G. Martini, S. Paolini, C. Puglisi ENEA C.R. Casaccia, Rome, Italy L. Falconi & D. Spizzichino Consorzio
More informationEarthquake-induced landslide distribution and hazard mapping. Megh Raj Dhital Central Department of Geology, Tribhuvan University
Earthquake-induced landslide distribution and hazard mapping Megh Raj Dhital Central Department of Geology, Tribhuvan University Contents Geological setting of Gorkha earthquake Peak ground acceleration
More informationGeneral Geologic Setting and Seismicity of the FHWA Project Site in the New Madrid Seismic Zone
General Geologic Setting and Seismicity of the FHWA Project Site in the New Madrid Seismic Zone David Hoffman University of Missouri Rolla Natural Hazards Mitigation Institute Civil, Architectural & Environmental
More informationReport on the evaluation of geophysical data and seismic site effects in the Maltese archipelago in relation to the calculation of seismic risk
Project Acronym: SIMIT Project Name: Sistema Integrato di Protezione CivileTransfrontalieroItalo-Maltese Project Code: B1-2.19/11 Start Date: March 2013 End Date: September 2015 Work Package 2: Identification
More informationLandslides Classification
ENVIRONMENTAL GEOTECHNICS Landslides Classification Prof. Ing. Marco Favaretti University of Padova Department of Civil, Environmental and Architectural Engineering, Via Ognissanti, 39 Padova (Italy) phone:
More informationSeismic Reflection Imaging across the Johnson Ranch, Valley County, Idaho
Seismic Reflection Imaging across the Johnson Ranch, Valley County, Idaho Report Prepared for the Skyline Corporation Lee M. Liberty Center for Geophysical Investigation of the Shallow Subsurface (CGISS)
More informationSupplementary Material
GSA Data Repository item 2018118 Brardinoni, F., Picotti, V., Maraio, S., Paolo Bruno, P., Cucato, M., Morelli, C., and Mair, V., 2018, Postglacial evolution of a formerly glaciated valley: Reconstructing
More informationGROUND MOTION CHARACTERISTIC IN THE KAOHSIUNG & PINGTUNG AREA, TAIWAN
GROUND MOTION CHARACTERISTIC IN THE KAOHSIUNG & PINGTUNG AREA, TAIWAN Hsien-Jen Chiang 1, Kuo-Liang Wen 1, Tao-Ming Chang 2 1.Institute of Geophysics, National Central University,ROC 2.Department of Information
More informationMEMORANDUM. REVISED Options for Landslide Regulations: Setbacks and Slope Height
Snohomish County Council Office MS #609 3000 Rockefeller Avenue Everett, WA 98201 (425) 388-3494 MEMORANDUM DATE: May 2, 2014 TO: FROM: RE: Councilmembers Will Hall, Council Staff REVISED Options for Landslide
More informationDETAILED REPORT OF CONTRACTOR FOR THIRD PROGRESS MEETING. NEWCASTLE, NOVEMBER 2001.
DETAILED REPORT OF CONTRACTOR FOR THIRD PROGRESS MEETING. NEWCASTLE, NOVEMBER 2001. PERIOD: MAY OCTOBER 2001 Assistant Contractor: Instituto Geológico y Minero de España (IGME) Responsible Scientist: Santiago
More informationGeotechnical Site Classification and Croatian National Annex for EC 8
Geotechnical Site Classification and Croatian National Annex for EC 8 by Predrag Kvasnika University of Zagreb Faculty of Mining-Geology and Petroleum engineering Outline General Motivation Site classification
More informationInterfacing with the industry needs euro geotecnica, s.a.
Interfacing with the industry needs Avda. Corts Catalanes 5-7 2ª planta 08173 Sant Cugat del Vallès. Barcelona. Telèfon: 93 583 04 80 / Fax: 93 583 69 60 Table of contents Introduction Natural hazards
More informationLandslide Susceptibility, Hazard, and Risk Assessment. Twin Hosea W. K. Advisor: Prof. C.T. Lee
Landslide Susceptibility, Hazard, and Risk Assessment Twin Hosea W. K. Advisor: Prof. C.T. Lee Date: 2018/05/24 1 OUTLINE INTRODUCTION LANDSLIDE HAZARD ASSESSTMENT LOGISTIC REGRESSION IN LSA STUDY CASE
More informationDan Miller + Kelly Burnett, Kelly Christiansen, Sharon Clarke, Lee Benda. GOAL Predict Channel Characteristics in Space and Time
Broad-Scale Models Dan Miller + Kelly Burnett, Kelly Christiansen, Sharon Clarke, Lee Benda GOAL Predict Channel Characteristics in Space and Time Assess Potential for Fish Use and Productivity Assess
More informationStudy of seismic response of colluvium accumulation slope by particle flow code
Granular Matter () 12:483 490 DOI.07/s035-0-0213-8 Study of seismic response of colluvium accumulation slope by particle flow code Jianming He Xiao Li Shouding Li Yueping Yin Haitao Qian Received: 15 December
More informationTu 22P1 04 Combination of Geophysical Technques to Characterize Sediments (Ebro Delta, Spain)
Tu 22P1 04 Combination of Geophysical Technques to Characterize Sediments (Ebro Delta, Spain) B. Benjumea* (Institut Cartografic i Geologic de Catalunya (ICGC)), A. Gabàs (ICGC), A. Macau (ICGC), F. Bellmunt
More informationEvaluation of the Liquefaction Potential by In-situ Tests and Laboratory Experiments In Complex Geological Conditions
Evaluation of the Liquefaction Potential by In-situ Tests and Laboratory Experiments In Complex Geological Conditions V. Sesov, K. Edip & J. Cvetanovska University Ss. Cyril and Methodius, Institute of
More informationViale della Fiera 8 Bologna - Italy
Assessment of landslides susceptibility and reactivation likelihood in the Emilia Romagna region (Italy) Mauro Generali e Marco Pizziolo Regione Emilia-Romagna Geological Survey Viale della Fiera 8 Bologna
More informationEffects of Surface Geology on Seismic Motion
4 th IASPEI / IAEE International Symposium: Effects of Surface Geology on Seismic Motion August 23 26, 2011! University of California Santa Barbara MICROZONATION OF MONTREAL, VARIABILITY IN SOIL CLASSIFICATION
More informationProgress Report: Sentinel Asia Success Story in the Philippines
Progress Report: Sentinel Asia Success Story in the Philippines 3 rd Joint Project Team Meeting on the Sentinel Asia STEP-2 July 6-8, 2010 Hyatt Hotel, Manila, Philippines Renato U. Solidum Jr. Director
More informationSeismic Monitoring of the Gravity-Induced Deformation Involving the Peschiera Spring Slope (Italy) for the Management of a Main Infrastructure
6 th International Conference on Earthquake Geotechnical Engineering 1-4 November 2015 Christchurch, New Zealand Seismic Monitoring of the Gravity-Induced Deformation Involving the Peschiera Spring Slope
More informationProf. B V S Viswanadham, Department of Civil Engineering, IIT Bombay
19 Module 5: Lecture -1 on Stability of Slopes Contents Stability analysis of a slope and finding critical slip surface; Sudden Draw down condition, effective stress and total stress analysis; Seismic
More informationGLG101: What-To-Know List
Exam 3, Page 1 GLG101: What-To-Know List (Derived from Before You Leave This Page Lists) This list is intended to guide your reading and to help you prepare for the online multiple-choice quizzes. Each
More information2) re-positioning of the SSS data, 3) individuation of geomorphological features and morphometrical parameters correlated to instability phenomena.
HIGH-RESOLUTION SIDE SCAN SONAR AND MULTIBEAM DATA PROCESSING AND MERGING TO STUDY SUBMARINE INSTABILITY PHENOMENA ON VOLCANIC ISLANDS (PONTINE, CAMPANIAN AND AEOLIAN ARCHIPELAGOS) A. BOSMAN Extended abstract:
More informationIntegration of Surface Seismic Data with Geo-electric Data
Integration of Surface Seismic Data with Geo-electric Data ABDULRAHMAN AL-SHUHAIL Earth Sciences Department King Fahd Univesity of Petroleum & Minerals. SAUDI ARABIA s234817@kfupm.edu.sa Abstract: - The
More informationLandslide Susceptibility in Tryon State Park, Oregon
1 Landslide Susceptibility in Tryon State Park, Oregon Tracy E. Handrich 1 1 Geology Department, Portland State University, P.O. Box 751, Portland, Oregon, 97207 ABSTRACT LIDAR and topographic data were
More informationDebris flow: categories, characteristics, hazard assessment, mitigation measures. Hariklia D. SKILODIMOU, George D. BATHRELLOS
Debris flow: categories, characteristics, hazard assessment, mitigation measures Hariklia D. SKILODIMOU, George D. BATHRELLOS Natural hazards: physical phenomena, active in geological time capable of producing
More informationPREDICTION OF AVERAGE SHEAR-WAVE VELOCITY FOR GROUND SHAKING MAPPING USING THE DIGITAL NATIONAL LAND INFORMATION OF JAPAN
th World Conference on Earthquake Engineering Vancouver, B.C., Canada August -6, 00 Paper No. 07 PREDICTION OF AVERAGE SHEAR-WAVE VELOCITY FOR GROUND SHAKING MAPPING USING THE DIGITAL NATIONAL LAND INFORMATION
More informationTWO DIMENSIONAL MODELING AND STABILITY ANALYSIS OF SLOPES OVERLAYING TO SHAHID RAGAEE POWER PLANT
4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 2007 Paper No. 1637 TWO DIMENSIONAL MODELING AND STABILITY ANALYSIS OF SLOPES OVERLAYING TO SHAHID RAGAEE POWER PLANT Mohammad
More informationSLOPE STABILITY EVALUATION AND ACCEPTANCE STANDARDS
INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LABC 7006.3, 7014.1 Effective: 01-01-2017 DOCUMENT NO.: P/BC 2017-049 Revised: 12-21-2016 Previously Issued As: P/BC 2014-049 SLOPE STABILITY
More informationImpact : Changes to Existing Topography (Less than Significant)
4.2 Land Resources 4.2.1 Alternative A Proposed Action Impact 4.2.1-1: Changes to Existing Topography (Less than Significant) Development of the project site would involve grading and other earthwork as
More informationSEISMIC MICROZONATION OF THE GIRONA URBAN AREA (CATALONIA, NE SPAIN) FROM STATISTICAL ANALYSIS OF GEOTECHNICAL DATA
Bologna, 12 th - 15 th June, 2012 Session 9 Seismic risk SEISMIC MICROZONATION OF THE GIRONA URBAN AREA (CATALONIA, NE SPAIN) David Soler (1), David Brusi (1), Manel Zamorano (1), Xavier Goula (2), Sara
More informationvolcanic tremor and Low frequency earthquakes at mt. vesuvius M. La Rocca 1, D. Galluzzo 2 1
volcanic tremor and Low frequency earthquakes at mt. vesuvius M. La Rocca 1, D. Galluzzo 2 1 Università della Calabria, Cosenza, Italy 2 Istituto Nazionale di Geofisica e Vulcanologia Osservatorio Vesuviano,
More informationUniversity of Bristol - Explore Bristol Research. Peer reviewed version. Link to published version (if available): 10.
Sextos, A., De Risi, R., Pagliaroli, A., Foti, S., Passeri, F., Ausilio, E.,... Zimmaro, P. (2018). Local site effects and incremental damage of buildings during the 2016 Central Italy earthquake sequence.
More informationEVALUATION OF SEISMIC SITE EFFECTS FOR BANGKOK DEEP BASIN
EVALUATION OF SEISMIC SITE EFFECTS FOR BANGKOK DEEP BASIN Nakhorn POOVARODOM 1 and Amorntep JIRASAKJAMROONSRI 2 ABSTRACT In this study, seismic site effects of Bangkok focusing on deep basin structures
More informationBackground. Developing a FracMan DFN Model. Fractures, FracMan and Fragmentation Applications of DFN Models to Block & Panel Caving
Background Golder Associates are one of the pioneering groups in the use of the Discrete Fracture Network (DFN) approach. DFN models seek to describe the heterogeneous nature of fractured rock masses by
More informationAn Hypothesis Concerning a Confined Groundwater Zone in Slopes of Weathered Igneous Rocks
Symposium on Slope Hazards and Their Prevention: 8-10 May, 2000, Hong Kong, PRC An Hypothesis Concerning a Confined Groundwater Zone in Slopes of Weathered Igneous Rocks J. J. Jiao and A. W. Malone Department
More informationMorphological and climatic aspects of the initiation of the San Mango sul Calore debris avalanche in southern Italy
Morphological and climatic aspects of the initiation of the San Mango sul Calore debris avalanche in southern Italy Guerriero Luigi 1, Revellino Paola 1, Diodato Nazzareno 1-2, Grelle Gerardo 1, De Vito
More informationLong term piezometric data analysis to validate landslide models
Long term piezometric data analysis to validate landslide models M.G. Angeli C.N.R. Institute, Perugia, Italy P. Gasparetto IQT Consulting S.r.l., Rovigo, Italy F. Pontoni Geoequipe S.T.A., Tolentino,
More informationEarthquake Lab! Seismic Waves 1. What do scientists believe the Earth is made of?
Name: Earthquake Lab! Seismic Waves 1. What do scientists believe the Earth is made of? Period: 2. How do scientists make measurements of inside the Earth? 3. What are the two types of Earthquake waves?
More informationSEISMIC HAZARD AND ALPINE VALLEY RESPONSE ANALYSIS : GENERIC VALLEY CONFIGURATIONS
First European Conference on Earthquake Engineering and Seismology (a joint event of the 13 th ECEE & 30 th General Assembly of the ESC) Geneva, Switzerland, 3-8 September 2006 Paper Number: 1 SEISMIC
More informationLandslide Hazard Assessment Methodologies in Romania
A Scientific Network for Earthquake, Landslide and Flood Hazard Prevention SciNet NatHazPrev Landslide Hazard Assessment Methodologies in Romania In the literature the terms of susceptibility and landslide
More informationGeothematic open data in Umbria region
The open discussion version of this paper is available at: Motti A, Natali N. (2016) Geothematic open data in Umbria region. PeerJ Preprints 4:e2096v2 https://doi.org/10.7287/peerj.preprints.2096v2 Geothematic
More informationStructural Analysis and Tectonic Investigation of Chamshir Dam Site, South West Zagros
Open Journal of Geology, 2015, 5, 136-143 Published Online March 2015 in SciRes. http://www.scirp.org/journal/ojg http://dx.doi.org/10.4236/ojg.2015.53013 Structural Analysis and Tectonic Investigation
More informationLandslide analysis to estimate probability occurrence of earthquakes by software ArcGIS in central of Iran
Research Journal of Recent Sciences ISSN 2277-2502 Res.J.Recent Sci. Landslide analysis to estimate probability occurrence of earthquakes by software ArcGIS in central of Iran Abstract Hamid Reza Samadi
More informationInferring Seismic Response of Landslide-Prone Slopes from Microtremor Study
Inferring Seismic Response of Landslide-Prone Slopes from Microtremor Study Vincenzo Del Gaudio, Janusz Wasowski, and Chyi-Tyi Lee Abstract The difficulty in identifying factors controlling the dynamic
More informationGeological control in 3D stratigraphic modeling, Oak Ridges Moraine, southern Ontario. Logan, C., Russell, H. A. J., and Sharpe, D. R.
Geological control in 3D stratigraphic modeling, Oak Ridges Moraine, southern Ontario Logan, C., Russell, H. A. J., and Sharpe, D. R. Rationale Increasing urbanization in the Greater Toronto Area is creating
More informationEarthquake Seismology, Exploration Seismology, and Engineering Seismology: How Sweet It is --- Listening to the Earth
Earthquake Seismology, Exploration Seismology, and Engineering Seismology: How Sweet It is --- Listening to the Earth Summary Oz Yilmaz Anatolian Geophysical, Istanbul, Turkey, and GeoTomo LLC, Houston,
More informationMANAGEMENT OF LARGE MUDSLIDES
36 MANAGEMENT OF LARGE MUDSLIDES Three large and active mudslides Poche, 1860?, Super-Sauze, 1960?, La Valette, March 1982, 1 M m 3 900,000 m 3 4-5 M m 3 37 Three large and active mudslides Type of development:
More informationGuidelines for Site-Specific Seismic Hazard Reports for Essential and Hazardous Facilities and Major and Special-Occupancy Structures in Oregon
Guidelines for Site-Specific Seismic Hazard Reports for Essential and Hazardous Facilities and Major and Special-Occupancy Structures in Oregon By the Oregon Board of Geologist Examiners and the Oregon
More information