Claudio Soccodato (23 results)

Condition: NEW.

Condition: NEW.

Condition: NEW.

Brossura. Condition: new. A cura di Cazzuffi D., Soccodato C. e Moraci N. Quarto Inferiore, 2024; br., pp. 142. Il volume contiene gli atti del XXXIII Convegno Nazionale Geosintetici svoltosi a Bologna il giorno 11 Ottobre 2024 e dedicato alle tematiche particolarmente sentite delle applicazioni sostenibili e dei nuovi orientamenti di ricerca. La sessione del mattino è rivolta alle applicazioni dei geosintetici per il miglioramento e il rinforzo dei terreni. A livello di ricerca, vengono inoltre presentati modelli machine learning per la valutazione del carico limite in condizioni sismiche di fondazioni superficiali interagenti con pendii e studi sperimentali della interazione terreno-rinforzo attraverso prove di sfilamento di lungo termine. Nella sessione del pomeriggio, dedicata in particolare agli interventi relativi alle opere in campo stradale, idraulico e ambientale, viene dapprima presa in esame la possibile riduzione del rilascio di microplastiche connessa all' uso dei geosintetici in una realizzazione aeroportuale. Vengono poi passate in rassegna le applicazioni di geogriglie nelle pavimentazioni stradali, di geo-carpets per la mitigazione dell'erosione attorno alle pile dei ponti e di geomembrane esposte sul paramento di monte di dighe a quota elevata sulle Alpi. Per quanto riguarda la ricerca, vengono illustrati i filtri in geotessile a contatto con terreni internamente instabili e la resistenza al taglio delle interfacce in geosintetico, oltre che il trasporto di contaminanti attraverso i sistemi barriera e l'efficienza chimico-osmotica di geocompositi bentonitici. Libro.…

Condition: New. In English.

Taschenbuch. Condition: Neu. Druck auf Anfrage Neuware - Printed after ordering - Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacements induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed.Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts.The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered.…

Buch. Condition: Neu. Druck auf Anfrage Neuware - Printed after ordering - Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacements induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed.Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts.The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered.…

Taschenbuch. Condition: Neu. Earthquake Geotechnical Engineering Design | Michele Maugeri (u. a.) | Taschenbuch | Geotechnical, Geological and Earthquake Engineering | xii | Englisch | 2016 | Springer | EAN 9783319375076 | Verantwortliche Person für die EU: Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg, juergen[dot]hartmann[at]springer[dot]com | Anbieter: preigu. …

Hardcover. Condition: Brand New. 2014 edition. 388 pages. 9.25x6.25x1.25 inches. In Stock.

Paperback. Condition: Brand New. reprint edition. 400 pages. 9.25x6.10x0.94 inches. In Stock.

Hardcover. Condition: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Paperback. Condition: New. NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Condition: New. pp. 388.

Brossura. Condition: nuovo. ISBN:9788855536486. Pubblicazione: 2024. Patron. Pagine: 142 - Il volume contiene gli atti del XXXIII Convegno Nazionale Geosintetici svoltosi a Bologna il giorno 11 Ottobre 2024 e dedicato alle tematiche particolarmente sentite delle applicazioni sostenibili e dei nuovi orientamenti di ricerca. La sessione del mattino è rivolta alle applicazioni dei geosintetici per il miglioramento e il rinforzo dei terreni. A livello di ricerca, vengono inoltre presentati modelli machine learning per la valutazione del carico limite in condizioni sismiche di fondazioni superficiali interagenti con pendii e studi sperimentali della interazione terreno-rinforzo attraverso prove di sfilamento di lungo termine. Nella sessione del pomeriggio, dedicata in particolare agli interventi relativi alle opere in campo stradale, idraulico e ambientale, viene dapprima presa in esame la possibile riduzione del rilascio di microplastiche connessa all' uso dei geosintetici in una realizzazione aeroportuale. Vengono poi passate in rassegna le applicazioni di geogriglie nelle pavimentazioni stradali, di geo-carpets per la mitigazione dell'erosione attorno alle pile dei ponti e di geomembrane esposte sul paramento di monte di dighe a quota elevata sulle Alpi. Per quanto riguarda la ricerca, vengono illustrati i filtri in geotessile a contatto con terreni internamente instabili e la resistenza al taglio delle interfacce in geosintetico, oltre che il trasporto di contaminanti attraverso i sistemi barriera e l'efficienza chimico-osmotica di geocompositi bentonitici.…

Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacements induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed.Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts.The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered. 400 pp. Englisch.…

Buch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacements induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed.Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts.The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered. 400 pp. Englisch.…

Gebunden. Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Performance Design instead of prescriptive design Design of infrastructures to withstand high values of acceleration Performance of shallow foundations against liquefaction Seismic performance of river levees and dams and waste conta.…

Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Performance Design instead of prescriptive design Design of infrastructures to withstand high values of acceleration Performance of shallow foundations against liquefaction Seismic performance of river levees and dams and waste conta.…

Buch. Condition: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacements induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed.Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts.The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered.Springer-Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg 400 pp. Englisch.…

Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacements induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed.Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts.The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered.Springer-Verlag KG, Sachsenplatz 4-6, 1201 Wien 400 pp. Englisch.…

Condition: New. PRINT ON DEMAND pp. xii + 388.

Condition: New. Print on Demand pp. 388.

Condition: New. PRINT ON DEMAND pp. 388.