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Showing 81-100 of 10,000 results
  1. Relocation of a Problematic Segment of a Natural Gas Pipeline Using GIS-Based Landslide Susceptibility Map**, Hendek (Turkey)

    A segment of natural gas pipeline constructed in 1997 to supply natural gas to a steel factory was broken due to a landslide with fire near Hendek,...
    Chapter
  2. Micro-structure and Swelling Behaviour of Compacted Clayey Soils: A Quantitative Approach

    In this paper, the clay aggregate volume and inter-aggregate volume in compacted clayey soils are quantified, on the basis of simple hypothesis,...
    Valéry Ferber, Jean-Claude Auriol, Jean-Pierre David in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  3. Nonconventional and Simple View of the Soil-Structure Interaction Problem

    A mathematical model is proposed for the calculation of settlement and rotation of shallow foundations under combined vertical load and bending...
    J. Paul Smith-Pardo, Mete A. Sozen, Julio A. Ramirez in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  4. Effects of Lime Stabilization on Engineering Properties of Expansive Ankara Clay

    With the existing expansive clay in Ankara (Turkey) metropolitan area, some light buildings, road pavements and buried lifelines have suffered some...
    M. Celal Tonoz, Resat Ulusay, Candan Gokceoglu in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  5. Cross Connections at Pannerdensch Canal Tunnel - Freezing Soil Mass Design and Execution Comparison

    The tunnel under the Pannerdensch Canal (The Netherlands) has two strongly differing cross connections. In this article the design of the freezing...
    Hans Mortier, Léon L. T. C. Tuunter in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  6. The Geotechnical Baseline Report as Risk Allocation Tool

    Today, timely and adequate attention for the risky subsoil is more than ever necessary for a healthy European infrastructure industry. A key succes...
    Martin Th van Staveren, Johan G. Knoeff in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  7. Drying-Up of a Natural Spring for Ensuring Stability of an Artificial Slope: Is It Sustainable Development?

    Near a small city of the Belgian ‘Ardennes’ (East of Belgium), modification of a natural slope for extension of industrial activities has required an...
    Marie Dachy, Sandrine Sage, Alain Dassargues in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  8. Engineering Geology in International Dredging and Infrastructure

    Engineering geology supports the execution of dredging works in all stages. An industry that takes the full profit of his knowledge is the...
    Chapter
  9. ConsoliTest - Using Surface Waves for Estimating Shear-Wave Velocities in the Dutch Subsurface

    ConsoliTest is a geophysical method for estimating geomechanical parameters of the shallow subsurface. The procedure is based on the MASW method...
    Rogier Westerhoff, Vincent van Hoegaerden, ... Richard Rijkers in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  10. Location of Buried Mineshafts and Adits Using Reconnaissance Geophysical Methods

    Britain has a long history of mining activity, which stretches back some 3000 years to the excavation of flint in East Anglia. The legacy of this...
    Martin Culshaw, Laurance Donnelly, David McCann in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  11. Liquefied Natural Gas Terminal Siting in a Highly Seismic Region on the Mexican Pacific Coast

    A new LNG terminal should be built on the Pacific coast of Mexico, one of the most seismic regions in the world. According to International codes, a...
    Chapter
  12. Leibis/Lichte Dam in Germany

    In Thuringia the second highest dam of Germany is under construction (figure 1). The new Leibis/Lichte dam is a 370 m long and 102.5 m high gravity...
    Chapter
  13. Sustainable Passive and Active Remedial Measures of Cree** Bedrock Slopes: Two Case Studies from Austria

    Two case studies involving the large-scale and deep-seated cree** of slopes in southern Austria are discussed. In both instances passive and active...
    Chapter
  14. Numerical Analysis of a Tunnel in an Anisotropy Rock Mass. Envalira Tunnel (Principality of Andorra)

    The Envalira Tunnel (Principality of Andorra) passes through a rock mass of phyllite and quarzite, and its construction had some parts with great...
    Dídac Plana, Carlos López, ... Pere Muñoz in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  15. Physical and Numerical Modelling of a Two-Well Tracer Test at the Laboratory Scale

    Two-well tracer tests were performed at the laboratory scale on a large hand-compacted Bruxellian sand sample (about 2 m3), using electrical sensors...
    Christophe Frippiat, Benoît Wauters, ... Alain Holeyman in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  16. Multi-level Groundwater Pressure Monitoring at the Meuse/Haute-Marne Underground Research Laboratory, France

    Multi-packer systems are an effective approach to groundwater monitoring, testing, and sampling. Multi-packer monitoring systems consist of (1)...
    Jacques Delouvrier, Jacques Delay in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  17. Tunnelling in Urbanised Areas - Geotechnical Case Studies at Different Project Stages

    Tunnelling in urbanised areas is always a challenge for the client and the contractor as well as for the designers, the engineers, and the...
    Stefan Eder, Gerhard Poscher, Bernhard Kohl in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  18. Hydrogeologic Exploration during Excavation of the Lötschberg Base Tunnel (AlpTransit Switzerland)

    Many tunnels that are currently being built through the Alps have to cross fractured and karstified formations at great depth and many hundreds of...
    Chapter
  19. High Speed Lines in Belgium: Various Engineering Geological and Geotechnical Aspects

    The High Speed Railway network in Belgium extends over 322 km of lines made up of 210 km of new line designed for speeds of 300 km/h and 112 km of...
    Chapter
  20. Studying Underground Motions in the Ramioul’s Cave - Belgium

    The show-cave of Ramioul is situated close to Engis in Belgium in Dinantian. Beside the natural cavities, a quarry is being mined out and the tourist...
    Jean-Pierre Tshibangu, Michel Van Ruymbeke, ... Thierry Camelbeeck in Engineering Geology for Infrastructure Planning in Europe
    Chapter
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