1997
DOI: 10.1144/gsl.qjeg.1997.030.p4.02
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Geology for Engineers: the Geological Model, Prediction and Performance

Abstract: This First Glossop Lecture explores the borderland between geology and engineering, partly historically and through the attitude and education of the practitioners but mainly by consideration of site investigation practice and the use of the geological model in the characterization of a site for engineering purposes. It starts with a historical overview, including the work of Glossop, to introduce the subject matter.The text is illustrated by tables and line drawings, many of which are block models. All models… Show more

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Cited by 244 publications
(101 citation statements)
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“…An early description of the development of specific engineering geological models by Stapledon (1982) In his seminal paper on the subject, Fookes (1997) Knill (2003) differentiated three forms of model within the broader field of knowledge of geotechnical engineering (which C25 takes to cover engineering geology, soil mechanics, rock mechanics, and hydrogeology) namely:…”
Section: Process Model May Not Be Correct In Every Detail It Should Ementioning
confidence: 99%
See 1 more Smart Citation
“…An early description of the development of specific engineering geological models by Stapledon (1982) In his seminal paper on the subject, Fookes (1997) Knill (2003) differentiated three forms of model within the broader field of knowledge of geotechnical engineering (which C25 takes to cover engineering geology, soil mechanics, rock mechanics, and hydrogeology) namely:…”
Section: Process Model May Not Be Correct In Every Detail It Should Ementioning
confidence: 99%
“…Conceptual models that deal with relationships in space; these are extrapolated from existing knowledge of geological environments and processes. The most comprehensive examples of such models are provided by Fookes (1997) and Fookes et al (2000) and Figure 6 is an exquisitely detailed, hand drawn example of such a model that is obviously the work of Geoff Pettifer. …”
Section: The Conceptual Engineering Geological Approachmentioning
confidence: 99%
“…In order to obtain the effective shear strength parameters, c' and ', the specimen is required to be at its saturation stage. Based on Fookes [12], high cell pressures are required to saturate the soil specimen which increases the moisture content and degree of saturation, hence reduces the c' value due to loss of suction. However, Bressani & Vaughan [13], showed that ' is not influenced by saturation of the soil the effective cohesion, c' measure is very small.…”
Section: Rotational Multiple Yield Surfacementioning
confidence: 99%
“…Selon Fookes (1997) cette notation ne présente pas toutes les garanties de fiabilité. Ses tests, qui ont consisté à faire effectuer les mesures sur un même site, indépendamment, par deux ingénieurs géo logues, ont conduit à des valeurs égales à 11 et 62 pour RMR et à 0,022 et 5 pour Q, c'est-à-dire pour les deux systèmes d'évaluation, à des écarts très impor tants induisant, pour le soutènement, des conclusions divergentes.…”
Section: Fig 1 Le Rmr (Poids Des Termes)unclassified