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Product details

Landslides in Research, Theory and Practice

Edited by Eddie Bromhead, Neil Dixon and Maia-Laura Ibsen, Kingston University


Price: £ 160.00

ISBN: 9780727728722
Format: Hardbound
Publish Date: 28/06/2000
Publisher: Thomas Telford Ltd
Page Size: 234x156mm
Number of Pages: 1728

Landslides in Research, Theory and Practice

Description
This valuable three volume set of publications contains vital information from throughout the world on landslide and slope instability problems.

Every four years the worlds leading scientists and engineers dealing with landslides, have the opportunity to meet up and engage in the exchange of ideas and experiences at a symposium run under the auspices of ISSMGE Technical Committee 11. These volumes, taken from the 8th symposium in the series, detail investigations into landslide causes, mechanisms and hazards, together with accounts of monitoring and mapping. Also covered is slope instability in response to rainfall and variations in groundwater.

Sometimes human interference in the natural environment is the cause of slope instability. There are a number of papers on this aspect, especially relating landslide activity to dams and reservoirs. Descriptions of natural processes and landslide events are complemented by descriptions of methods of landslide stabilization with detailed case records of the performance of the works.

These three volumes contain contributions from the world`s leading landslide authorities, providing invaluable information for anyone involved in this important field of engineering.

Contents

  • Monitoring and Modelling of Unsaturated Flow and Effects on Stream-bank Failures
  • Coastal Protection in a Proposed World Heritage Site
  • Numerical Modelling of Slopes Surrounding Ignimbrite Plateaux
  • The Stabilisation of the A4061 at Foel Goch Landslide
  • The Influence of Mining on the Bolsover Landslide
  • Soliflucted Deposits in the Vicinity of Belfast
  • Rock Mechanics Studies to Analyse Toppling Failure
  • Conformities of Creeping Development in the East of the Russian Plain
  • Evaluation of Rock Slope Stability using Fuzzy Logic
  • Quantitative Landslide Analysis Using Archive Airborne Thematic Mapper Imagery
  • Stabilisation of an Oversteepened Slope by Means of Balanced Multiple Remediation
  • On the Use of Multiphase Modelling to Simulate the Initiation of Slope Movement
  • Application of Probability-Determined Accounts of Slope Stability
  • The Landslide Environment of Great Britain
  • Long-term Performance of Wells and Bored Drains Used in Landslide Remediation
  • Predicting Furture Landslides with Remotely Sensed Imagery
  • Influence of Drying and Wetting History on the stability of Unsaturated soil slopes
  • In-situ shear and Pull-Out Testing to Demonstrate the Enhanced Shear Strength of Root Reinforced Soil
  • A Novel Approach to the Modelling of Deep Complex Landslides with Several Sliding Planes
  • Risk Assessment and Quantification of Slope Conditions Based Upon Site Inspection Surveys
  • Specific Character of the Multistory Landslide Mechanism
  • Feedback Effects pf Rainfall-Triggered Shallow Landsliding
  • Otira Gorge Rock Avalanche
  • Slope Stability Analysis in soft Rocks
  • Rigid Formations Over Plastic Substratum: Modelling of a Lateral Spread in Central Italy
  • Methods for General Stability Analysis
  • Mechanisms of Failure of Complex Landslides: A Numerical Modelling Perspective
  • The 2 July 1997 Lai Ping Road Landslide, Hong Kong - Assessment of Landslide Mechanism
  • The Importance of Risk in Assessing Slope Stability in a Multilayered Medium
  • Possibility of Analysis of Landslide's Background by Application of Energy Approach to Particle Crushing
  • Mechanism of a Long Run-out Landslide Triggered by Heavy Rainfall in Fukushima Prefecture, Japan
  • The effects of Waste Water Disposal on Slope Stability
  • Theory of Geodynamic field and Landslides Stress Strain
  • Rainfall Triggering of Landslides in the Area North of Lisbon (Portugal)
  • Landslide Mechanism and Stability Research of the Rock Slope

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