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Advances in civil engineering : selected, peer reviewed papers from the 2011 International Conference on Civil Engineering and Transportation (ICCET 2011), 14-16 October 2011, Jinan, China /
This compilation of peer-reviewed papers covers the subjects of geotechnical engineering, bridge engineering, geological engineering, seismic engineering, tunnel, subway and underground facilities, hydraulic engineering, coastal engineering, surveying engineering, water supply and drainage engineeri...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor Corporativo: | |
| Otros Autores: | |
| Formato: | Electrónico Congresos, conferencias eBook |
| Idioma: | Inglés |
| Publicado: |
Durnten-Zürich :
TTP, Trans Tech Publications,
2011.
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| Colección: | Applied mechanics and materials ;
v. 90-93. |
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Advances in Civil Engineering, ICCET 2011; Preface, Organizers and Committees; Table of Contents; Chapter 1: Geotechnical Engineering; Method to Identify the Critical Slip Surface of Side Slope via the Deformation Field and Stress Field Calculated through Deformation Modulus Elastoplasticity Strength Reduction Method; Study on Interaction between Mini-Pile and Slope under the Effect of Overloading; Evolutionary Structural Topology Optimization for Cantilever Construction of Continuous Rigid-Frame Bridge; Capacity Analysis of Anti-Slide Pile with Concrete Filled Steel Tubular.
- Experimental Investigation into Multistage versus Conventional Triaxial Compression Tests for a C-Phi SoilGeneration Mechanism of Coal Pillar Rock Burst; Numerical Simulation of Transient Electromagnetic Response of Unfavorable Geological Body in Tunnel; Dry and Wet Cycle Tri-Axial Test Research of Silt; Study on Antiseismic Measures of Tailings Dam; A New Method to Analyze Seismic Stability of Cut Soil Slope; Research on Ultimate Friction's Depth Effect of Soil around Bored Pile; Research and Development of Pneumatic Anchor Rock Driller & Drilling Tools.
- Mechanical Deformation Characteristics of Hard Rock in Deep ExcavationEffect of Complex Initial Stress Conditions on Dynamic Deformation Behaviors of Compacted Loess; Numerical Analysis of Faults on Deep-Buried Tunnel Surrounding Rock Damaged Zones; Large Scale Triaxial Rheological Apparatus Development and Granular Soils Rheological Properties Analysis; Numerical Simulation for the Excavation in Tunnel Construction; Discussion of Evaluation Index in Probabilistic Slope Stability Analysis; Experimental Study of Loess Structural Strength and Resistance Coefficient.
- Mechanical Characteristics Analysis of Type ∏ Terminal Restricted Configuration Transition Section for CRTSII Slab TrackNonlinear Dynamics Mechanism for Stability Control of the Overlapped Tunnels System; Interpreting Ultimate Capacity of Driven Piles with S-lgt Curve and Davisson Offset Limit; Seepage Analysis and Construction Practice of Anchorage Circular Foundation Excavation in Long-Span Suspension Bridge; A New Reliability Analysis Mehthod of Karst Roof Under Pile Tip; Stress Evolution and Deformation Control Technology for Deep Mining Influenced Roadway
- Study on Critical Length-Diameter Ratio of Cement-Soil Pile Composite Subgrade under Rigid FoundationGas Drilling Cuttings Breaking on Return; Determination, Derivation, Influence and Discussions of Parameters for Deformation Analyses with Duncan-Chang Modified E-B Model; 3D FEM Analysis of Effects on Adjacent Pipelines by Pit Excavation; Study on Bearing Capacity of Incline-Pile Groups in Thick Soft Soil; Duncan-Chang Nonlinear Elastic Model Considered Loess Structure; Multi-Parameter Identification of Geomembrane Viscoelastic-Plastic Creep Constitutive Model by Genetic Algorithm.