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Progress in industrial and civil engineering II : selected, peer reviewed papers from the 2013 2nd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2013), July 27-28, 2013, Zhuhai, China /
Collection of selected, peer reviewed papers from the 2013 2nd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2013), July 27-28, 2013, Zhuhai, China. The 683 paper are grouped as follows: Chapter 1: Geological Engineering and Geotechnical Construction; Chapter 2:...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor Corporativo: | |
| Otros Autores: | , |
| Formato: | Electrónico Congresos, conferencias eBook |
| Idioma: | Inglés |
| Publicado: |
Durnten-Zurich, Switzerland :
Trans Tech Publications,
[2013]
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| Colección: | Applied mechanics and materials ;
v. 405-408. |
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Progress in Industrial and Civil Engineering II; Preface and Conference Organization; Table of Contents; Chapter 1: Geological Engineering and Geotechnical Construction; A Comprehensive Analysis of Soft Soil Foundation Pit Accident; Infiltration Time Effects of Compressibility of Cement Soil; Effects of Multiple Aquifers on Calculating the Bearing Capacity of Foundation; Gas Tightness Evaluation of Structural Concrete Applied to Nuclear Containment Vessels; Prediction Modeling of Maximum Dry Density of Coarse Grained Soil Using Improved Artificial Neural Networks
- Study and Application on the Kinetic Parameters of Elastic Wave for the Engineering RockmassThe Failure Mode Analysis of Open Pit Slope Base on Finite Element Method; Fatigue Behavior of CA Mortar in CRTS-I Ballastless Track under Train Load; Cause Analysis and Improvement Measures of Sloping Roof Leakage; Long-Term Performance Study of High Moisture Content Cohesive Soil Subgrade in Seasonal Frozen Region; Numerical Study on the Bearing Capacity of Composite Foundation with Pile-Soil Shear Modulus; Experimental Study on Shear Strength Considering Initial Void Ratio and Plasticity Index
- Splash Erosion Properties of Compacted Cohesive SoilApplications of Drainage Consolidation Techniques Reinforcing the Foundation of Hydraulic Mud Fill; Analytical Solution for One-Dimensional Consolidation of Soil Layer Induced by Time-Dependent Groundwater Drawdown; Meso-Mechanical Behavior of Sand under Shear Loading Test Research; Testing and FEM Analysis of Geogrid-Reinforced Retaining Wall's Earth Pressure; Deflection Analysis of Anchored Retaining Wall in Dune Sand; Slope Stability Evaluation by the Improved AHP and Extenics Theory
- Research on Horizontal Bearing Behaviors of Circular Section Static Compaction PilesTime-Frequency Characteristic and Recognition Technology of Acoustic Emission Generated from Rock Brittle Fracture; An Analytical Solution for Consolidation of Soilbag with Semi-Pervious Boundary and the Comparison between Semi-Previous Boundary and Impervious Boundary; Research on Influence Mechanism Analysis of Poisson Ratio in Soil-Stone Mixture; Time Series Analysis of Slope Displacement Using Neural Network Method
- Numerical Analysis for Excess Pore Pressure Dissipation Process for Pressed Pile InstallationMultiple Compaction Tests on Laterite; Stability Evaluation for Soft Clay Slope Based on 2-D and 3-D Finite Element Method Analysis; Research on Engineering Geological Properties of Dredger Fill in Tianjin Qingfang Economic Region; The Analysis of Vacuum-Surcharge Preloading Method with FLAC3D; Different Types of Materials Used for Stone Column; The General Review of Permafrost Temperature Research Methods; Particle Flow Simulation of Slope Instability and Failure