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| Titolo: |
Slope stability, retaining walls, and foundations [[electronic resource] ] : selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China / / hosted by Changsha University of Science and Technology, China ; co-sponsored by ASCE Geo-Institute, USA ... [et al.] ; edited by Louis Ge ... [et al.]
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| Pubblicazione: | Reston, Va., : American Society of Civil Engineers, c2009 |
| Descrizione fisica: | 1 online resource (265 p.) |
| Disciplina: | 624.1/51363 |
| Soggetto topico: | Soil stabilization |
| Slopes (Soil mechanics) - Stability | |
| Retaining walls - Design and construction | |
| Foundations - Design and construction | |
| Soggetto genere / forma: | Electronic books. |
| Altri autori: |
GeLouis
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| Note generali: | Description based upon print version of record. |
| Nota di bibliografia: | Includes bibliographical references and indexes. |
| Nota di contenuto: | ""Cover""; ""Contents""; ""Soil Stabilization and Dynamic Behavior of Soils and Foundations""; ""Experimental Study on T-Shaped Soil-Cement Deep Mixing Column Composite Foundation""; ""Effects of Core on Dynamic Responses of Earth Dam""; ""Influence of Cement Kiln Dust on Strength and Stiffness Behavior of Subgrade Clays""; ""Bayesian Inference of Empirical Coefficient in Foundation Settlement""; ""Elasto-Plastic FEM Analyses of Large-Diameter Cylindrical Structure in Soft Ground Subjected to Wave Cyclic Loading"" |
| ""Combined Mode Decomposition and Precise Integration Method for Vibration Response of Beam on Viscoelastic Foundation""""Remediation of Liquefaction Potential Using Deep Dynamic Compaction Technique""; ""Transmitting Artificial Boundary of Attenuating Wave for Saturated Porous Media""; ""Analysis of the Long-Term Settlements of Chimney Foundation on Silty Clay""; ""Field Tests on Composite Deep-Mixing-Cement Pile Foundation under Expressway Embankment""; ""Design of Ballasted Railway Track Foundations under Cyclic Loading"" | |
| ""Simulation and Amelioration of Wu-Bauer Hypoplastic Constitutive Model under Dynamic Load""""Geotechnical Properties of Controlled Low Strength Materials (CLSM) Using Waste Electric Arc Furnace Dust (EAFD)""; ""Pendular Element Model for Contact Grouting""; ""Creating Artificially Cemented Sand Specimen with Foamed Grout""; ""Zhuque Hole Landslide Disaster Research""; ""Earth Retaining Walls and Slope Stability""; ""Evaluations of Pullout Resistance of Grouted Soil Nails""; ""Microscopic Mechanics for Failure of Slope and PFC: Numerical Simulation"" | |
| ""Influence of Soil Strength on Reinforced Slope Stability and Failure Modes""""Design of a Hybrid Reinforced Earth Embankment for Roadways in Mountainous Regions""; ""Analysis of Overturning Stability for Broken Back Retaining Wall by Considering the Second Failure Surface of Backfill""; ""The Upper Bound Calculation of Passive Earth Pressure Based on Shear Strength Theory of Unsaturated Soil""; ""Bearing Capacity Analysis of Beam Foundation on Weak Soil Layer: Non-Linear Finite Element versus Loading Tests""; ""Stability Analysis of Cutting Slope Reinforced with Anti-Slide Piles by FEM"" | |
| ""Optimization Methods for Design of the Stabilizing Piles in Landslide Treatment""""Search for Critical Slip Surface and Reliability Analysis of Soil Slope Stability Based on MATLAB""; ""Rock Slope Quality Evaluation Based on Matter Element Model""; ""Study on the Application Performances of Saponated Residue and Fly Ash Mixture as Geogrids Reinforced Earth Retaining Wall Filling Material""; ""Study of Mouzhudong Landslide Mechanism""; ""Study of Deep Drain Stability in High Steep Slope""; ""Mechanism Analysis and Treatment of Landslide of Changtan New River"" | |
| ""Mechanical Analysis of Retaining Structure Considering Deformation and Validation"" | |
| Titolo autorizzato: | Slope stability, retaining walls, and foundations ![]() |
| ISBN: | 0-7844-7296-3 |
| Formato: | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione: | Inglese |
| Record Nr.: | 9910455286903321 |
| Lo trovi qui: | Univ. Federico II |
| Opac: | Controlla la disponibilità qui |