New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures Proceedings of the 5th GeoChina International Conference 2018 - Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, held on July 23 to 25, 2018 in HangZhou, China /

• Συγγραφή απο Οργανισμό/Αρχή: SpringerLink (Online service)
• Άλλοι συγγραφείς: Khabbaz, Hadi (Επιμελητής έκδοσης, http://id.loc.gov/vocabulary/relators/edt), Youn, Heejung (Επιμελητής έκδοσης, http://id.loc.gov/vocabulary/relators/edt), Bouassida, Mounir (Επιμελητής έκδοσης, http://id.loc.gov/vocabulary/relators/edt)
• Μορφή: Ηλεκτρονική πηγή Ηλ. βιβλίο
• Γλώσσα: English
• Έκδοση: Cham : Springer International Publishing : Imprint: Springer, 2019.
• Έκδοση: 1st ed. 2019.
• Σειρά: Sustainable Civil Infrastructures,
• Θέματα: Geotechnical engineering.; Engineering geology.; Engineering-Geology.; Foundations.; Hydraulics.; Geotechnical Engineering & Applied Earth Sciences.; Geoengineering, Foundations, Hydraulics.

This book presents new studies by a group of researchers and practitioners to address many geotechnical challenges, based on the state-of-the-art practices, innovative technologies, new research results and case histories in construction and design towards safer infrastructures. The book provides an...

Πίνακας περιεχομένων:

• 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 of Rail Corridor Access Road - an Australian Experience
• 21.Potassium Aluminate Geo-polymerisation of Acidic Gold Mine Tailings.