Dissertation > Excellent graduate degree dissertation topics show
Research on Deformation Properties and Failure Mechanism of Expansive Soil Cutting Slope
Author: LiRuiHong
Tutor: ZhaoMingHuaï¼›LiuYiHu
School: Hunan University
Course: Architecture and Civil Engineering
Keywords: Expansive soils Cutting Slope Deformation characteristics In this constitutive model Failure mechanism
CLC: U416.13
Type: Master's thesis
Year: 2009
Downloads: 164
Quote: 0
Read: Download Dissertation
Abstract
Related Dissertations
- Rate-dependent Endochronic Damage Constitutive Model for Concrete,TU528
- Research on the Triple-Shear Unified Cap Model for Soil,TU411.7
- Research on Operational Life Span and Applications of Coated Electrode Resistance Welding for Galvanized Steel,TG453.9
- Study on Construction Deformation Characteristic of Deep Foundation Pit of a Tunnel Working Well,TU753
- Study on Mechanical Characteristic of Rubber Spring Used in Vibrating Screen,O322
- Study on the Buildings Deformation Around Expansive Soil Foundation Pit,TU443
- Pull off pieces of structural damage to buried nonlinear analysis numerical simulation,V222
- Expansion of the mechanical response of the excavation of soil cutting and Treatment Technique,U416.13
- Deep soft soil section of high-speed railway bridge foundation bearing mechanism and settlement characteristics analysis,U443.15
- Deformation Mechanism and Construction Information Management of Highway Cutting Slope in Strongly Weathered-areas,U416.14
- Deformation-property Study of Deep Excavation Supported by Steel Pipe Sheet Pile in Sea Reclamation Areas,TU433
- The Research on Physical Model Experiment of the Load-Unload Response Ratio Pattern and Its Failure Mechanism of Debris Landslide Induced by Rainfall,P642.22
- A Study on Failure Mechanism and Stability of High and Steep Rock Slope in the Open Pit of Daye Iron Mine,TD854.6
- Numerical Simulation Study on Constitutive Model with Damage of Energetic Materials,TQ560.1
- Experimentation Study of Low-cycle Plastic Double Failure Mechanism of Steel Bar under Axial Load,TU391
- Study on Deformation of Composite Soil Nailed Wall by Particle Flow Code,TU753
- The Study of Seismic Damage Mechanism of Steel Structure Considering the Effect of Damage Accumulation,TU311.3
- Or Hom -bottom flow plunge pool flow structure of the stilling basin boundary role overcurrent research,TV135
- One kind of rockfill constitutive model and validation study,TV641.4
- Study on Deformation of Tamped Cement-soil Pile Composite Foundation under Embankment,U416.1
- Research on Constitutive Model of Frozen Soil Based on Composite Mechanics,P642.14
CLC: > Transportation > Road transport > Road works > Roadbed, pavement engineering > Subgrade > Cut
© 2012 www.DissertationTopic.Net Mobile
|