Progress in civil engineering selected, peer reviewed papers from the 2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012), May 25-27, 2012, Yantai, China /
These selected papers provide up-to-date and comprehensive state-of-the art information on the fields of Geotechnical Engineering; Geological Engineering; Tunnel, Subway and Underground Facilities; Hydraulic Engineering; Coastal Engineering; Water Supply and Drainage Engineering; Heating, Gas Supply...
| Автор-организации: | International Conference on Civil Engineering, Architecture and Building Materials Yantai, China) |
|---|---|
| Други автори: | Chu, Mingjin. |
| Формат: | Електронен |
| Език: | English |
| Публикувано: |
Durnten-Zurich :
Trans Tech Publications,
2012.
|
| Серия: |
Applied mechanics and materials ;
v. 170-173. |
| Предмети: | |
| Онлайн достъп: |
http://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=517206 |
| Подобни документи: |
Print version::
Progress in civil engineering. |
Съдържание:
- Progress in Civil Engineering; Preface and Conference Organization; Table of Contents; Chapter 1: Geotechnical Engineering; A New Dynamic Prediction Method and its Application in Prediction of the Colluvial Landslides Induced by Rainfall; Analysis of Soil's Horizontal Displacement behind Retaining Wall Caused by Foundation Pit Excavation; Analysis on Deep Excavation in Soft Soil Located on Sloped Bedrock; Back Analysis for Mass Parameters of Tunnel Surrounding Rock; Determination of the Shear Strength of Unsaturated Loess Based on the Fractal Model Theory of Unsaturated Soils.
- Analysis and Controlling of the Surrounding Rock Stability Mechanism in Underground EngineeringAnalysis of an O-Cell Pile Test in Jinan with FEM; Calculation of Elastic Induced Stress of Surrounding Rocks; Dewatering Efficiency Comparison between Vacuum Tube Well and Normal Tube Well in Silty Clay Layer; Optimization and Sensitivity Analysis on Estimated Parameters for Slope Engineering; Study on the Settlement Characteristics of Inclined Single Pile Subjected to Inclined Loadings; Influence of Engineering Dewatering on Soft Soil's Density Characteristics.
- On the Bearing Capacity Parameters of a Single Pile of Hammering Sunk Shaft Rammer PileThe Improved Soil Model of Finite Compressible Layer; Floor Heave Controlling Technology of Deep Soft Rock Roadway; Foundation Bearing Capacity Should Include Deformation in the Design; The Study of the Quantity of Wave Speed in Low Strain Integrity Testing of Foundation Pile; Microscopic Analysis of Sand Shear Band in Direct Shear Test Based on Particle Flow Theory; Work Mechanisms of Pile Foundation in the Karst Region; Research on Deformation Prediction of Foundation Pit Braced by Complicate Soil Nailing.
- Study on Model of Heat and Moisture Transfer in Freezing SoilReliability Analysis of the Emergency Logistics Supply Chain; The Effect of Coal-Mining on the Bottom Floor Stress and Floor Failure Law; Design Research and Technical Application of the Multi-Type-Pile Composite Foundation; Numerical Solution of Axisymmetric Problem for an Elastic Footing; Study on Post-Failure Deformation and Residual Strength of Rock Mass Based on Hoek-Brown Criterion; Actual Example Analysis of Settlement Prediction during Soft Ground Treatment.
- The Selection of Foundation Type of Large Cross-Section Wire of Transmission Line Iron Tower in Mountain AreasA Study of the Graph Topology of the Complicated Rock Mass' Hexahedral Grid Dissection; Reliability Method and its Standard of the Composite Foundation Bearing Capacity; The Density Functions of Pore-Size and Particle-Size Distribution Established by Using Fractal Theory and their Applications; Mass-Spring-Damping Model of Saturated Sands; Full Waveform Acoustic Logging for Slope Weak Layer Evaluation; The Influence of the Clay's Geotechnical Behaviors with the Fly Ash.