| TÃtulo : |
Proceedings of the 5th GeoChina International Conference 2018 À“ Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, held on July 23 to 25, 2018 in HangZhou, China |
| Tipo de documento: |
documento electrónico |
| Autores: |
Khabbaz, Hadi, ; Youn, Heejung, ; Bouassida, Mounir, |
| Mención de edición: |
1 ed. |
| Editorial: |
[s.l.] : Springer |
| Fecha de publicación: |
2019 |
| Número de páginas: |
IX, 278 p. 205 ilustraciones, 151 ilustraciones en color. |
| ISBN/ISSN/DL: |
978-3-319-95771-5 |
| Nota general: |
Libro disponible en la plataforma SpringerLink. Descarga y lectura en formatos PDF, HTML y ePub. Descarga completa o por capítulos. |
| Palabras clave: |
IngenierÃa geotécnica IngenierÃa Geológica IngenierÃa Geotécnica y Ciencias de la Tierra Aplicadas GeoingenierÃa |
| Ãndice Dewey: |
624.151 |
| Resumen: |
Este libro presenta nuevos estudios realizados por un grupo de investigadores y profesionales para abordar muchos desafÃos geotécnicos, basados ​​en prácticas de vanguardia, tecnologÃas innovadoras, nuevos resultados de investigación e historias de casos en la construcción y el diseño hacia infraestructuras más seguras. El libro ofrece un avance en las tecnologÃas para incorporar el impacto del cambio climático global, el rápido aumento de la población mundial y la tasa de urbanización en las infraestructuras civiles. Se seleccionaron artÃculos de la Quinta Conferencia Internacional GeoChina 2018: Infraestructuras civiles que enfrentan climas severos y cambios climáticos: del fracaso a la sostenibilidad, celebrada del 23 al 25 de julio de 2018 en HangZhou, China. |
| Nota de contenido: |
1.Numerical Simulation and Parametric Study of a Single Pile in Clay Layer to Examine the Effect of Loading on Settlements and Skin Friction Distribution -- 2.Study on Low-Strength Biocemented Sands Using a Temperature-controlled MICP (Microbially Induced Calcite Precipitation) method -- 3.Curing Behaviour of Lightly Solidified Clays Monitored with Bender Element and Electrical Conductivity Measurements -- 4.Effect of grain content on the sandstone properties using biconcave bond model of DEM -- 5.Numerical Modeling of Embankment Settlement over Soft Soils -- 6.Impact Analysis of Metro Tunnel Construction on Groundwater Flow in Nanchang,China -- 7.Boundary Effects of Pile Cap on the Integrity Testing of Group Piles -- 8.Soft Soil Improvement using Rigid Inclusions: Toward an Application for Transport Infrastructure Construction in Vietnam -- 9.Mechanical and Deformation Properties of Deep Foundation Pit Supporting System Subjected to Asymmetric Loadings -- 10.Modelling Linear Viscoelastic Behaviour of Kanpur Local Soil Using Prony Series, Parameter Fitting -- 11.A Macroelement Approach for Non-linear Response of Offshore Skirted Footings -- 12.The Effect of Using Desert Sands and Cement to Stabilize The Base Course Layer of Roads in Libya -- 13.Shaft Capacity Assessment of Recharge Impulse Technology Piles -- 14.Mechanistic Analysis of Subgrade Soil Reinforced with Modified Jute Geotextile -- 15.A Parametric Study of Deep Mixing Columns and Fibre Reinforced Load Transfer Platform Supported Embankments -- 16.Flexural Behavior of RC Two Way Slabs Made with Crushed Melted Bricks as Coarse Aggregate -- 17.A Novel Finite Element Model for Modeling Pile Dynamics -- 18.The Spectral Finite Element Method for Simulating Wave Propagation in Viscoelastic Soils -- 19.Train Internal Noise due to Wheel-Rail Interaction -- 20.Sustainable Use of Reclaimed Ballast Rejects for Construction ofRail Corridor Access Road - an Australian Experience -- 21.Potassium Aluminate Geo-polymerisation of Acidic Gold Mine Tailings. |
| En lÃnea: |
https://link-springer-com.biblioproxy.umanizales.edu.co/referencework/10.1007/97 [...] |
| Link: |
https://biblioteca.umanizales.edu.co/ils/opac_css/index.php?lvl=notice_display&i |
Proceedings of the 5th GeoChina International Conference 2018 À“ Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, held on July 23 to 25, 2018 in HangZhou, China [documento electrónico] / Khabbaz, Hadi, ; Youn, Heejung, ; Bouassida, Mounir, . - 1 ed. . - [s.l.] : Springer, 2019 . - IX, 278 p. 205 ilustraciones, 151 ilustraciones en color. ISBN : 978-3-319-95771-5 Libro disponible en la plataforma SpringerLink. Descarga y lectura en formatos PDF, HTML y ePub. Descarga completa o por capítulos.
| Palabras clave: |
IngenierÃa geotécnica IngenierÃa Geológica IngenierÃa Geotécnica y Ciencias de la Tierra Aplicadas GeoingenierÃa |
| Ãndice Dewey: |
624.151 |
| Resumen: |
Este libro presenta nuevos estudios realizados por un grupo de investigadores y profesionales para abordar muchos desafÃos geotécnicos, basados ​​en prácticas de vanguardia, tecnologÃas innovadoras, nuevos resultados de investigación e historias de casos en la construcción y el diseño hacia infraestructuras más seguras. El libro ofrece un avance en las tecnologÃas para incorporar el impacto del cambio climático global, el rápido aumento de la población mundial y la tasa de urbanización en las infraestructuras civiles. Se seleccionaron artÃculos de la Quinta Conferencia Internacional GeoChina 2018: Infraestructuras civiles que enfrentan climas severos y cambios climáticos: del fracaso a la sostenibilidad, celebrada del 23 al 25 de julio de 2018 en HangZhou, China. |
| Nota de contenido: |
1.Numerical Simulation and Parametric Study of a Single Pile in Clay Layer to Examine the Effect of Loading on Settlements and Skin Friction Distribution -- 2.Study on Low-Strength Biocemented Sands Using a Temperature-controlled MICP (Microbially Induced Calcite Precipitation) method -- 3.Curing Behaviour of Lightly Solidified Clays Monitored with Bender Element and Electrical Conductivity Measurements -- 4.Effect of grain content on the sandstone properties using biconcave bond model of DEM -- 5.Numerical Modeling of Embankment Settlement over Soft Soils -- 6.Impact Analysis of Metro Tunnel Construction on Groundwater Flow in Nanchang,China -- 7.Boundary Effects of Pile Cap on the Integrity Testing of Group Piles -- 8.Soft Soil Improvement using Rigid Inclusions: Toward an Application for Transport Infrastructure Construction in Vietnam -- 9.Mechanical and Deformation Properties of Deep Foundation Pit Supporting System Subjected to Asymmetric Loadings -- 10.Modelling Linear Viscoelastic Behaviour of Kanpur Local Soil Using Prony Series, Parameter Fitting -- 11.A Macroelement Approach for Non-linear Response of Offshore Skirted Footings -- 12.The Effect of Using Desert Sands and Cement to Stabilize The Base Course Layer of Roads in Libya -- 13.Shaft Capacity Assessment of Recharge Impulse Technology Piles -- 14.Mechanistic Analysis of Subgrade Soil Reinforced with Modified Jute Geotextile -- 15.A Parametric Study of Deep Mixing Columns and Fibre Reinforced Load Transfer Platform Supported Embankments -- 16.Flexural Behavior of RC Two Way Slabs Made with Crushed Melted Bricks as Coarse Aggregate -- 17.A Novel Finite Element Model for Modeling Pile Dynamics -- 18.The Spectral Finite Element Method for Simulating Wave Propagation in Viscoelastic Soils -- 19.Train Internal Noise due to Wheel-Rail Interaction -- 20.Sustainable Use of Reclaimed Ballast Rejects for Construction ofRail Corridor Access Road - an Australian Experience -- 21.Potassium Aluminate Geo-polymerisation of Acidic Gold Mine Tailings. |
| En lÃnea: |
https://link-springer-com.biblioproxy.umanizales.edu.co/referencework/10.1007/97 [...] |
| Link: |
https://biblioteca.umanizales.edu.co/ils/opac_css/index.php?lvl=notice_display&i |
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