Linear mathematical assumptions for procedures in other branches of engineering have little relevance for geoengineering, which must accommodate non-linear behaviors. Contributors to eight papers apply the breakthrough numerical modeling Distinct Element Method (Cundall, late 1960s). 

The design philosophy for structures or excavations in geotechnical engineering is different from that followed for fabricated materials like steel and concrete. The designer has little data both with regard to geological weaknesses and strength and deformation characteristics of materials before finalizing the designs. Also these characteristics vary from place to place. In-situ stresses due to gravity and tectonics and transient forces imposed due to rainfall and earthquakes make the matter more complicated. The pore waters carry the load initially before passing it on to the solids. For the analytical procedure, to be realistic, it should account for large displacements and non-linear behaviour including strain-softening.

Because of these considerations, the designers have followed procedures based on simplifying assumptions such as linear, small strain, elastoplastic behaviour. Numerical procedures based on such assumptions, though very popular in other branches of engineering, have made little impact in geo-engineering. 

An attempt has been made in this book to compile the recent use of distinct element codes for solutions of some of the problems in geomechanics — particularly those involving excavations. It is hoped that it will provide an opportunity for the fraternity of geotechnical engineers to appreciate the opening of new frontiers in the use of computers for solving more challenging geotechnical problems.

chapter 1|26 pages

The Excavation Damage Zone — An International Perspective

ByC. Fairhurst, B. Damjanac

chapter 2|20 pages

Improved Design in Rock and Soil Engineering with Numerical Modelling

ByC. Fairhurst, L. Long

chapter 4|27 pages

Discrete Element Analysis of Dam Foundations

ByJ.V. Lemos

chapter 5|27 pages

Earthquake Analysis of Concrete Gravity Dams on jointed Rock Foundations

ByJ.V. Lemos, P.A. Cundall

chapter 6|22 pages

Considerations for Three-dimensional Modelling in Analysis of Underground Excavations

ByD. McKinnon Stephen, J. Long Loren

chapter 7|19 pages

Predicting Performance of the 62 m Span Ice Hockey Cavern in Gjϕvik, Norway

ByPanos Chryssanthakis, Nick Barton

chapter 8|31 pages

Numerical Modelling of Underground Power Houses in India

ByB. Dasgupta, V. M. Sharma