Numerical Analysis for the Interpretation of Field Measurements in Geomechanics

  • S. Sakurai
Part of the International Centre for Mechanical Sciences book series (CISM, volume 311)


Numerical analyses such as the Finite Element Method (FEM) and the Boundary Element Method (BEM) are powerful tools for analyzing the mechanical behaviour of structures. In the field of geotechnical engineering, however, it is extremely difficult to quantitatively determine the mechanical properties of soils/rocks, initial stress, underground water level, permeability, etc., which are required as input data for the analyses. This difficulty is mainly due to the complex and non-homogeneous geological conditions of the ground. It is not surprising that material properties vary from place to place, although soil/rock formations seem to be identical. It is not uncommon, therefore, for the real behaviour of structures such as tunnels, underground caverns and cut slopes to differ from the predicted ones, even after a careful investigation has been made.


Plastic Zone Boundary Element Method Initial Stress Back Analysis Underground Opening 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.


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Copyright information

© Springer-Verlag Wien 1990

Authors and Affiliations

  • S. Sakurai
    • 1
  1. 1.Kobe UniversityKobeJapan

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