Towards a Geo-Hydro-Mechanical Characterization of Landslide Classes: Preliminary Results
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Fisciano - Avellino - Volturara Irpina - Sant'angelo Dei L
Orario in vigore dal 15 Marzo 2021 - emergenza Covid 19 Fisciano - Avellino - Volturara Irpina - Sant'Angelo dei L. - Senerchia Orari validi nei giorni feriali N°Corsa 1091 1094 1095 1100 1102 Periodo S1 S1 S1 A9 S1 Fermata Cadenza FE6 FE6 FE6 FE5 25 Fisciano, Terminal Bus 14.10 Avellino, Via F. Fariello - Autostazione Avellino, Via Morelli e Silvati Avellino, Fronte Ctttà Ospedaliera Avellino,Via F. Tedesco,Stazione FF.SS. Atripalda, Piazza Umberto I 47 Manocalzati, Svincolo Ofantina bis Volturara Irpina, Svincolo Volturara Irpina, Capolinea Volturara Irpina, Svincolo Montemarano, Svincolo 14.40 Cassano Irpino, Centro sociale Cassano Irpino, C.da Torre dei Rocci 14.45 Montella, Convento San Francesco Montella, Villa Comunale Montella, Via S. Nicola Clemente 13.20 Cassano Irpino, C.da Torre dei Rocci Nusco scalo 13.30 15.05 Sant'Angelo dei L., Capolinea 12.20 Sant'angelo dei l., Carcere Sant'Angelo dei L. , Fraz. S. Guglielmo 12.28 Lioni, Terminal Bus 12.35 13.15 13.40 15.20 14.15 Lioni, Terminal scolastico 13.20 14.20 Materdomini, Capolinea 13.30 15.35 14.30 Caposele, Cimitero 13.40 14.40 Calabritto, Bivio 13.50 14.50 Calabritto, Bv. Senerchia 13.54 14.54 Calabritto, P.zza Matteotti 13.55 14.55 Calabritto, Bv. Senerchia 13.56 14.56 Calabritto, Bivio 14.00 15.00 Quaglietta, Centro 14.10 15.10 Senerchia, Capolinea 14.20 15.20 Si invita la gentile utenza a consultare la sezione "Avvisi al pubblico" sul sito web all'indirizzo www.airmobilitasrl.it per verificare eventuali variazioni Orario in vigore dal 15 Marzo 2021 - emergenza Covid 19 Senerchia - Sant'Angelo dei L. -
International Society for Soil Mechanics and Geotechnical Engineering
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. CASE STUDY AND FORENSIC INVESTIGATION OF LANDSLIDE AT MARDOL IN GOA Leonardo Souza,1 Aviraj Naik,1 Praveen Mhaddolkar,1 and Nisha Naik2 1PG student – ME Foundation Engineering, Goa College of Engineering, Farmagudi Goa; [email protected] 2Associate Professor – Civil Engineering Department, Goa College of Engineering, Farmagudi Goa; [email protected] Keywords: Forensic Investigations, Landslides, Slope Failure Abstract: Goa, like the rest of India is undergoing an infrastructure boom. Many infrastructure works are carried out on hill sides in Goa. As a result there is a lot of hill cutting activity going on in Goa. This has caused major landslides in many parts of Goa leading to damage and loss of property and the environment. Forensic analysis of a failure can significantly reduce chances of future slides. The primary purpose of post failure slope and stability analysis is to contribute to the safe and economic planning for disaster aversion. Western Ghats (also known as Sahyadri) is a mountain range that runs along the west coast of India. Most of Goa's soil cover is made up of laterites rich in ferric-aluminium oxides and reddish in colour. Although such laterite composition exhibit good shear strength properties, hills composing of soil possessing low shear strength are also found at some parts of the state. -
Guardia Di Finanza Savignano Irpino
Provincia di Avellino Settore Pianificazione e Attività sul Territorio Servizio Protezione Civile Greci Montaguto Casalbore Guardia di Finanza Savignano Irpino Montecalvo Irpino Ariano Irpino Competenza territoriale Zungoli Villanova del Battista Melito Irpino COMPAGNIA AVELLINO Bonito San Sossio Baronia Scampitella Flumeri Vallesaccarda Grottaminarda TENENZA ARIANO IRPINO Venticano San Nicola Baronia Pietradefusi Mirabella Eclano Chianche Castel Lacedonia Montefusco Baronia Trevico TENENZA BAIANO Rotondi Roccabascerana Petruro Torrioni Torre le Vallata Irpino Nocelle Fontanarosa Sturno Tufo Carife Cervinara Santa Paolina Taurasi Monteverde San Martino Sant'Angelo all' Esca TENENZA SANT'ANGELO DEI LOMBARDI Altavilla Prata di Montemiletto Frigento Bisaccia Valle Irpina Gesualdo Aquilonia Caudina Pietrastornina Principato Grottolella Ultra Lapio Luogosano Avella Pratola Serra Guardia TENENZA SOLOFRA Sant'Angelo a Scala Villamaina Rocca Lombardi Montefalcione San Sirignano Summonte Montefredane Paternopoli San Mango sul Calore Felice Quadrelle Capriglia Irpina Mugnano del Cardinale Ospedaletto Candida Torella dei Andretta Sede Reparti Guardia di Finanza Manocalzati Castelvetere sul Calore Sperone d'Alpinolo Parolise Lombardi Chiusano San Domenico Sant'Angelo Mercogliano Avellino San Potito Ultra dei Lombardi Morra de Baiano Castelfranci Calitri Atripalda Salza Irpina Sanctis Marzano Montemarano Sorbo Serpico di Nola Taurano Monteforte Cesinali Cairano Pago del Vallo di Lauro Irpino Santo Stefano del Sole Cassano Aiello del Sabato Conza Lauro -
Management of Slope Stability in Saint Lucia
Issue #12 December 2012 Destruction of a house caused by a rainfall-triggered landslide in an urban community - Castries, Saint Lucia. Management of Slope Stability in highlights Communities (MoSSaiC) in Saint Lucia The Challenge: affected by heavy rains and hurricanes. Even “everyday” Reducing Landslide Risk low magnitude rainfall events can trigger devastating landslides. For the city’s inhabitants, this has meant In many developing countries, landslide risk is frequent loss of property and livelihoods, and even increasing as unauthorized housing is built on already loss of lives. As with any disaster risk, this also means landslide prone hillslopes surrounding urban areas. that the island is constantly under threat of reversing This risk accumulation is driven by growing population, whatever economic progress and improvements to increasing urbanization, and poor and unplanned livelihoods it has made. Yet, by taking a community- housing settlements, which result in increased slope based approach to landslide risk management, Saint instability for the most vulnerable populations. In Lucia has shown that even extreme rainfall events, addition, the combination of steep topography of such as Hurricane Tomas in October 2010, can be volcanic islands in the Eastern Caribbean and the weathered by urban hillside communities. climate patterns of heavy rains and frequent cyclonic Saint Lucia’s success in addressing landslide haz- activity, are also natural conditions contributing to the ards in urban communities is a result of the innova- high -
Prediction of the Dynamic Soil-Pile Interaction Under Coupled Vibration Using Artificial Neural Network Approach
Geo-Frontiers 2011 Advances in Geotechnical Engineering Geotechnical Special Publication No. 211 Dallas, Texas, USA 13-16 March 2011 Volume 1 of 6 Editors: Jie Han Daniel A. Alzamora ISBN: 978-1-61782-594-1 Printed from e-media with permission by: Curran Associates, Inc. 57 Morehouse Lane Red Hook, NY 12571 Some format issues inherent in the e-media version may also appear in this print version. Copyright© (2011) by the American Society of Civil Engineers All rights reserved. Printed by Curran Associates, Inc. (2011) For permission requests, please contact the American Society of Civil Engineers at the address below. American Society of Civil Engineers 1801 Alexander Bell Drive Reston, VA 20191 Phone: (800) 548-2723 Fax: (703) 295-6333 www.asce.org Additional copies of this publication are available from: Curran Associates, Inc. 57 Morehouse Lane Red Hook, NY 12571 USA Phone: 845-758-0400 Fax: 845-758-2634 Email: [email protected] Web: www.proceedings.com TABLE OF CONTENTS VOLUME 1 FOUNDATIONS AND GROUND IMPROVEMENT DEEP FOUNDATIONS I Prediction of the Dynamic Soil-Pile Interaction under Coupled Vibration Using Artificial Neural Network Approach .............................................................................................................................................................................................................1 Sarat Kumar Das, B. Manna, D. K. Baidya Predicting Pile Setup (Freeze): A New Approach Considering Soil Aging and Pore Pressure Dissipation...........................................11 -
Descendants of Nicola MAZZONE and Grazia TRIMARCO
Descendants of Nicola MAZZONE and Grazia TRIMARCO First Generation 1. Nicola MAZZONE was born about 1772 in Senerchia, Avellino, Campania, Italy and died before 1864 in Senerchia, Avellino, Campania, Italy. Nicola married Grazia TRIMARCO about 1795 in Senerchia, Avellino, Campania, Italy. Grazia was born about 1775 in Senerchia, Avellino, Campania, Italy and died before Feb 1876 in Senerchia, Avellino, Campania, Italy. Children of Nicola MAZZONE and Grazia TRIMARCO were: 2 F i. Maria MAZZONE was born about 1798 in Senerchia, Avellino, Campania, Italy and died Jan 28, 1866 in Senerchia, Avellino, Campania, Italy about age 68. 3 F ii. Rachele MAZZONE was born about 1806 in Senerchia, Avellino, Campania, Italy and died Feb 28, 1876 in Senerchia, Avellino, Campania, Italy about age 70. 4 M iii. Vito MAZZONE was born about 1809 in Senerchia, Avellino, Campania, Italy and died Mar 28, 1890 in Senerchia, Avellino, Campania, Italy about age 81. 5 M iv. Vincenzo MAZZONE was born about 1812 in Senerchia, Avellino, Campania, Italy and died Feb 11, 1891 in Senerchia, Avellino, Campania, Italy about age 79. 6 M v. Michele MAZZONE was born Feb 10, 1814 in Senerchia, Avellino, Campania, Italy and died May 30, 1893 in Senerchia, Avellino, Campania, Italy at age 79. Second Generation 2. Maria MAZZONE was born about 1798 in Senerchia, Avellino, Campania, Italy and died Jan 28, 1866 in Senerchia, Avellino, Campania, Italy about age 68. Maria married Nicola TRIMARCO, son of Sabato TRIMARCO and Giovanna SESSA. Nicola was born about 1791 in Senerchia, Avellino, Campania, Italy and died Jun 16, 1871 in Senerchia, Avellino, Campania, Italy about age 80. -
C'era Una Volta Antiquariato Della Memoria
SCHEDA PROGETTO PER L’IMPIEGO DI VOLONTARI IN SERVIZIO CIVILE IN ITALIA Unpli SCN cod. Accr. UNSC NZ01922 Ufficio per il Servizio Civile Nazionale Via Provinciale, 88 - 83020 Contrada (Av) ENTE 1. Ente proponente il progetto: UNPLI NAZIONALE 2. Codice di accreditamento: NZ01922 3. Albo e classe di iscrizione: NAZIONALE 1^ CARATTERISTICHE PROGETTO 4. Titolo del progetto: C’ERA UNA VOLTA: ANTIQUARIATO DELLA MEMORIA 5. Settore ed area di intervento del progetto con relativa codifica (vedi allegato 3): Settore: E (Educazione e promozione culturale) Area d’intervento: 10 (Interventi di animazione del territorio) 6. Descrizione del contesto territoriale e/o settoriale entro il quale si realizza il progetto con riferimento a situazioni definite, rappresentate mediante indicatori misurabili; identificazione dei destinatari e dei beneficiari del progetto : 1 L’UNPLI è un organismo associativo che raccoglie e coordina le Associazioni Pro Loco su tutto il territorio nazionale. I nostri soci sono tutti volontari, gente comune dalle professioni più diverse, che sceglie di offrire parte del suo tempo e delle sue energie (anche professionali) al lavoro dell’Unione e delle pro loco. Il Servizio civile volontario è stata una scelta forte e totalmente condivisa ed esso si è inserito nella nostra struttura organizzativa in modo dirompente e positivo tant’è che lo slogan “Il Servizio Civile una scelta che ti i cambia la vita” è stato adeguato con “ Il Servizio Civile, una scelta che cambia la vita tua e dell’Ente”. Esso ha permesso a tante piccole realtà (molte Pro Loco agiscono in terrori minuscoli e spesso disagiati) di misurarsi in ambito nazionale offrendo una concreta possibilità di svilupparsi e, soprattutto, di farlo all’interno di una progettazione che favorisce la cittadinanza attiva offrendo, in sintesi, la possibilità di crescere e di essere più efficaci sul territorio nella promozione dei valori dell’appartenenza, della solidarietà sociale, della cultura e delle tradizioni delle nostre popolazioni. -
Campania Variazione % Della Popolazione
Regione Campania Classificazione del territorio Campania Variazione % della popolazione Tra il 1971 e il 2011 Tra il 2001 e il 2011 Fonte: ISTAT – Censimenti della popolazione 1971, 2001 e 2011 Regioni Variazione demografica - Variazione percentuale - 1971 - 2011 Polo Polo Cintura Intermedio Periferico Ultraperiferico Totale Intercomunale Piemonte - 18,0 19,3 18,5 - 2,5 - 27,6 - 41,0 - 1,5 Valle d'Aosta - 7,6 - 46,3 7,0 18,1 - 16,2 Lombardia - 17,1 10,3 39,4 8,2 4,5 - 1,4 13,6 Trentino Alto Adige 9,7 - 42,4 24,3 15,9 13,9 22,3 Veneto - 7,7 31,2 38,6 15,9 11,3 - 33,3 17,8 Friuli Venezia Giulia - 13,7 - 19,4 - 5,0 - 35,5 - 0,4 Liguria - 24,9 - 5,8 4,3 - 1,0 - 41,4 - 34,3 - 15,3 Emilia Romagna - 0,2 24,5 35,5 14,9 - 8,5 - 52,0 12,4 Toscana - 4,3 15,6 24,0 - 1,0 - 15,6 6,6 5,7 Umbria 13,3 9,5 32,1 7,9 5,2 - 14,0 Marche 5,9 15,2 37,0 - 2,3 - 7,5 - 14,8 Lazio - 1,0 36,2 67,7 59,1 11,2 - 27,4 17,3 Abruzzo 6,9 42,5 42,5 - 2,5 - 23,9 - 42,8 12,1 Molise 44,8 - 17,1 - 18,3 - 34,7 - 46,9 - 1,9 Campania - 10,6 38,3 45,0 3,7 - 16,6 10,5 14,0 Puglia 3,1 15,3 26,7 17,0 - 1,5 - 9,5 13,1 Basilicata 25,2 - 57,6 1,9 - 10,1 - 22,1 - 4,2 Calabria 2,5 8,6 17,2 - 1,7 - 18,2 - 10,6 - 1,5 Sicilia - 2,7 5,6 63,0 7,4 - 8,1 - 21,1 6,9 Sardegna - 10,9 - 81,5 11,3 - 4,5 13,9 11,3 Italia -6,8 22,7 35,8 11,6 -8,1 -5,3 10,0 Elaborazioni Dps su dati Istat - Censimenti della popolazione 1971 - 2011 Regioni Variazione demografica - Variazione percentuale - 2001 - 2011 Polo Polo Cintura Intermedio Periferico Ultraperiferico Totale Intercomunale Piemonte 1,6 1,2 6,0 2,4 - -
Crustal Stress State and Seismic Hazard Along Southwest Segment of the Longmenshan Thrust Belt After Wenchuan Earthquake
Journal of Earth Science, Vol. 25, No. 4, p. 676–688, August 2014 ISSN 1674-487X Printed in China DOI: 10.1007/s12583-014-0457-z Crustal Stress State and Seismic Hazard along Southwest Segment of the Longmenshan Thrust Belt after Wenchuan Earthquake Xianghui Qin*, Chengxuan Tan, Qunce Chen, Manlu Wu, Chengjun Feng Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 100081, China; Key Laboratory of Neotectonic Movement & Geohazard, Ministry of Land and Resources, Beijing 100081, China ABSTRACT: The crustal stress and seismic hazard estimation along the southwest segment of the Longmenshan thrust belt after the Wenchuan Earthquake was conducted by hydraulic fracturing for in-situ stress measurements in four boreholes at the Ridi, Wasigou, Dahegou, and Baoxing sites in 2003, 2008, and 2010. The data reveals relatively high crustal stresses in the Kangding region (Ridi, Wasigou, and Dahegou sites) before and after the Wenchuan Earthquake, while the stresses were relatively low in the short time after the earthquake. The crustal stress in the southwest of the Longmenshan thrust belt, especially in the Kangding region, may not have been totally released during the earthquake, and has since increased. Furthermore, the Coulomb failure criterion and Byerlee’s law are adopted to analyzed in-situ stress data and its implications for fault activity along the southwest segment. The magnitudes of in-situ stresses are still close to or exceed the expected lower bound for fault activity, revealing that the studied region is likely to be active in the future. From the conclusions drawn from our and other methods, the southwest segment of the Longmenshan thrust belt, especially the Baoxing region, may present a future seismic hazard. -
N. COMUNE Cognome Nome Data Di Nascita Luogo Di Nascita Carica
Provincia di Avellino ELENCO DEI SINDACI E CONSIGLIERI COMUNALI PER L'ELEZIONE DEL CONSIGLIO PROVINCIALE DEL 27 NOVEMBRE 2016 I DATI SI RIFERISCONO ALLA DATA DEL 23 OTTOBRE 2016 N. COMUNE Cognome Nome Data di nascita Luogo di nascita Carica amministrativa 1 AIELLO DEL SABATO URCIUOLI ERNESTO 07.12.1952 CESINALI SINDACO 2 AIELLO DEL SABATO CASCITTI FILIPPO 27.09.1947 AVELLINO CONSIGLIERE COMUNALE 3 AIELLO DEL SABATO GAETA SEBASTIANO 21.09.1989 AVELLINO CONSIGLIERE COMUNALE 4 AIELLO DEL SABATO LOMAZZO MANLIO 16.08.1984 AVELLINO CONSIGLIERE COMUNALE 5 AIELLO DEL SABATO TARANTINO GIOVANNI 17.06.1985 AVELLINO CONSIGLIERE COMUNALE 6 AIELLO DEL SABATO IANNACCONE RITA 24.02.1971 AVELLINO CONSIGLIERE COMUNALE 7 AIELLO DEL SABATO FIORE ATTILIO 17.03.1981 AVELLINO CONSIGLIERE COMUNALE 8 AIELLO DEL SABATO CAPUTO ANTONIO FELICE 09.06.1956 AIELLO DEL SABATO CONSIGLIERE COMUNALE 9 AIELLO DEL SABATO LANDI MASSIMO 14.08.1971 AIELLO DEL SABATO CONSIGLIERE COMUNALE 10 AIELLO DEL SABATO GAETA ANTONIO 05.11.1975 AVELLINO CONSIGLIERE COMUNALE 11 AIELLO DEL SABATO PREZIOSI LORENZO 04.08.1990 AVELLINO CONSIGLIERE COMUNALE 12 AIELLO DEL SABATO IANNACCONE ELIO 02.03.1987 AVELLINO CONSIGLIERE COMUNALE 13 AIELLO DEL SABATO ROMANO ROBERTO 14.06.1983 AVELLINO CONSIGLIERE COMUNALE 14 ALTAVILLA IRPINA VANNI MARIO 07.02.1969 PIANO DI SORRENTO (NA) SINDACO 15 ALTAVILLA IRPINA COVIELLO CARMINE 11.02.1952 ALTAVILLA IRPINA CONSIGLIERE COMUNALE 16 ALTAVILLA IRPINA TIRRI RITA 06.01.1968 ALTAVILLA IRPINA CONSIGLIERE COMUNALE 17 ALTAVILLA IRPINA ASFALDO BRUNELLA 01.01.1960 ALTAVILLA -
Landslide Study
Department of Planning and Development Seattle Landslide Study TABLE OF CONTENTS VOLUME 1. GEOTECHNICAL REPORT EXECUTIVE SUMMARY PREFACE 1.0 INTRODUCTION 1.1 Purpose 1.2 Scope of Services 1.3 Report Organization 1.4 Authorization 1.5 Limitations PART 1. LANDSLIDE INVENTORY AND ANALYSES 2.0 GEOLOGIC CONDITIONS 2.1 Topography 2.2 Stratigraphy 2.2.1 Tertiary Bedrock 2.2.2 Pre-Vashon Deposits 2.2.3 Vashon Glacial Deposits 2.2.4 Holocene Deposits 2.3 Groundwater and Wet Weather 3.0 METHODOLOGY 3.1 Data Sources 3.2 Data Description 3.2.1 Landslide Identification 3.2.2 Landslide Characteristics 3.2.3 Stratigraphy (Geology) 3.2.4 Landslide Trigger Mechanisms 3.2.5 Roads and Public Utility Impact 3.2.6 Damage and Repair (Mitigation) 3.3 Data Processing 4.0 LANDSLIDES 4.1 Landslide Types 4.1.1 High Bluff Peeloff 4.1.2 Groundwater Blowout 4.1.3 Deep-Seated Landslides 4.1.4 Shallow Colluvial (Skin Slide) 4.2 Timing of Landslides 4.3 Landslide Areas 4.4 Causes of Landslides 4.5 Potential Slide and Steep Slope Areas PART 2. GEOTECHNICAL EVALUATIONS 5.0 PURPOSE AND SCOPE 5.1 Purpose of Geotechnical Evaluations 5.2 Scope of Geotechnical Evaluations 6.0 TYPICAL IMPROVEMENTS RELATED TO LANDSLIDE TYPE 6.1 Geologic Conditions that Contribute to Landsliding and Instability 6.2 Typical Approaches to Improve Stability 6.3 High Bluff Peeloff Landslides 6.4 Groundwater Blowout Landslides 6.5 Deep-Seated Landslides 6.6 Shallow Colluvial Landslides 7.0 DETAILS REGARDING IMPROVEMENTS 7.1 Surface Water Improvements 7.1.1 Tightlines 7.1.2 Surface Water Systems - Maintenance -
Efficient” Landslide Mitigation Strategies for Roadlines in Earthquake Prone Areas
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. 6th International Conference on Earthquake Geotechnical Engineering 1-4 November 2015 Christchurch, New Zealand “Efficient” Landslide Mitigation Strategies for Roadlines in Earthquake Prone Areas M. N. Alexoudi1,C. B. Katavatis2, K.F. Vosniakos3, S. B. Manolopoulou4, M.G. Tzilini5, T. T. Papaliangas6 ABSTRACT The objective of this study is to introduce an “efficient” mitigation strategy for roadlines subjected to landslides, through a three-level seismic risk assessment methodology as a result of earthquake and/or rain/snow precipitation. Initially, the spatial distribution of landslide hazard, along the weathered zone-rock interface, is determined in a buffer zone extending on both sides of the road by the use of limit equilibrium methods of analysis that evaluate the safety factor against failure categorizing the area as stable, conditionally stable and unstable according to a number of produced scenarios. Afterwards, a quantitative landslide risk assessment is applied into selected slopes using the safety factors determined for circular or multilinear type of failure, for scenarios that utilize the available site-specific data. Finally, the stability of rock slopes is estimated to access the possible road closure. The implementation of the methodology is given for Serres- Lailias road in Greece, for a selected scenario, illustrated via GIS.