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  1. Structure of the Upper Mantle Beneath Northern Eurasia Derived from Russian Deep-Seismic PNE Profiles

    From 1968 until 1990, Russian scientists carried out an intensive program of deep seismic sounding across the territory of the former Soviet Union,...
    Trond Ryberg, Marc Tittgemeyer, Friedemann Wenzel in Perspectives in Modern Seismology
    Chapter
  2. True Amplitudes: A Challenge in Reflection Seismology

    Kirchhoff migration is a well-known process in the world of seismic exploration to transform seismic reflection data into an interpretable image of...
    Christoph Jäger, Thomas Hertweck, Alexander Goertz in Perspectives in Modern Seismology
    Chapter
  3. Imaging of Orebodies with Vertical Seismic Profiling Data

    Geophysical exploration for volcanogenic massive sulphide (VMS) deposits, a major source for lead, copper, zinc and other metals, is conventionally...
    Eric Duveneck, Christof Müller, Thomas Bohlen in Perspectives in Modern Seismology
    Chapter
  4. Finite-Difference Simulations of the 1927 Jericho Earthquake

    Four possible scenarios of the 1927 Jericho earthquake are tested by simulating 75 seconds of 1.5 Hz-wave propagation in a 3D model of the Dead Sea...
    Ellen Gottschämmer, Friedemann Wenzel, ... Zvi Ben-Avraham in Perspectives in Modern Seismology
    Chapter
  5. Monitoring of Slab Detachment in the Carpathians

    Detachment of descending oceanic lithosphere (slab) is considered to be an important geodynamic process returning lithospheric material into the...
    Blanka Sperner,   The CRC 461 Team in Perspectives in Modern Seismology
    Chapter
  6. Velocity Field of the Aegean-Anatolian Region from 3D Finite Element Models

    In order to investigate the geodynamic processes and rheological parameters, which are principally responsible for the observed surface deformation,...
    Chapter
  7. Appendix

    In the following section the compilation of geothermal waters from the literature study (Chap. 2) is listed. These analyses meet the accuracy...
    Chapter
  8. Prediction of the Uniaxial Compressive Strength of a Greywacke by Fuzzy Inference System

    Rock engineering projects require the uniaxial compressive strength of intact rock. High quality core samples are needed for the application of...
    Kívanc Zorlu, Candan Gokceoglu, Harun Sonmez in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  9. Basic Soil Properties of a Number of Artificial Clay - Sand Mixtures Determined as a Function of Sand Content

    Soil mixtures were composed from the Polish Neogene clays occurring on the Polish Lowland and the fine-grained dune sand in weight proportions of the...
    Chapter
  10. Rock Splitting in the Surrounds of Underground Openings: An Experimental Approach Using Triaxial Extension Tests

    The phenomenon of rock splitting, i. e. the tensile crack formation under general pressure conditions, may be explained by different theoretical...
    Chapter
  11. Hydraulic Monitoring of Low-Permeability Argillite at the Meuse/Haute Marne Underground Research Laboratory

    ANDRA (Agence Nationale pour la Gestion de Déchets Radioactifs) has developed an electromagnetic permanent gauge (EPG) for long term monitoring of...
    Jacques Delay, Martin Cruchaudet in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  12. Application of Borehole Radar for Monitoring Steam-Enhanced Remediation of a Contaminated Site in Fractured Limestone, Maine, USA

    Steam-enhanced remediation (SER) has been successfully tested in porous media to remove DNAPL and LNAPL contaminants. This paper focuses on the use...
    Colette Grégoire, John W. Lane Jr., Peter K. Joesten in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  13. The Belgian High-Speed Railway Soumagne Tunnel Project

    This paper aims at explaining the general context in which this 6.5 km single tube tunnel was planned, designed and is today under construction with...
    Iwan Couchard, Alain Van Cotthem, Servais Hick in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  14. Determination of the Failure Surface Geometry in Quick Slides Using Balanced Cross Section Techniques - Application to Aznalcóllar Tailings Dam Failure

    In a landslide investigation, the location of the failure surface is a difficult task when measures of subsurface displacement are lacking, as it...
    Chapter
  15. Tunnelling Problems in Older Sand Formations

    In its deepest stretch, 60 m below o.d. and water level, the Westerschelde tunnel trace below the estuary in the Southwestern part of the...
    Jan Dirk Nieuwenhuis, Arnold Verruijt in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  16. Stability and Serviceability of a Gas Pipeline at the Base of a Steep Cree** Slope

    The disposals of potash mining are stored on huge heaps with heights up to 200 m and a ground view of more than a square kilometre. The material...
    Rolf Katzenbach, Matthias Seip, Johannes Giere in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  17. Assessment of Rock Slope Stability in Limestone Quarries in the Tournai’s Region (Belgium) Using Structural Data

    The Tournai’s region is characterised by famous outcrops of carboniferous limestone which is mined out for cement and raw material production. The...
    Jean-Pierre Tshibangu, K. Pierre-Alexandre Deloge, ... Christophe Coudyzer in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  18. National Environmental Monitoring of the Slovak Republic - Part Geological Hazards

    The Concept of the National Environmental Monitoring of the Slovak Republic defines the environmental monitoring as a systematic, spatially and...
    Chapter
  19. Aggregate Research in Support of European Standardisation

    The first generation of harmonized European standards for aggregates is almost complete. Product standards and test methods exist for all areas...
    Björn Schouenborg, Urban Åkesson in Engineering Geology for Infrastructure Planning in Europe
    Chapter
  20. Geotechnical Characterization and Stability of a Slope in the Marnoso-Arenacea Formation for the Realization of an Underground Car Park in Urbino (Italy)

    The plan of an underground car park located near the historical centre of Urbino town, has required characterizing the Marnoso-Arenacea Formation...
    Umberto Gori, Ennio Polidori, ... Francesco Veneri in Engineering Geology for Infrastructure Planning in Europe
    Chapter
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