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Keywords: CHARACTERISTICS
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Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (1): 9–18.
Published: 01 January 1997
... the interfacial shear strengh must have been extremely low for the observed post-failure surface angles to have developed. In the next section an attempt will be made to reconcile the calculated interfacial shear strengths with the known shear strength characteristics of tailings. 3" 2.3" 3" 2" 2" 2.3 3.4 3.6 1.0...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1996) 119 (4): 244–245.
Published: 01 October 1996
...B H FELLENUS; A A ALTAEE; F H KULHAWY © Thomas Telford and ICE 1996 CORNELL UNIVERSITY DEPTH CRITICAL PILES LOADS SOILS IN SITU CHARACTERISTICS BORED SHAFTS RESISTANCE DISCUSSION Critical depth: howit came into beingProc. Instn civ.Engrs and whyit does not exist...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (1): 3–9.
Published: 01 January 1994
... materials behave accordingto the same engineering principles, with the obvious differencesa func- share awide range of important engineering characteristics. This hasled to the suggestion that soft rocks maynot merely be appendages to the two principle geotechnical sciences but are in fact central toone...
