MIGS 96 Symposium, Melbourne, November, 1996.
Author: Seidel J.P.
Investigation of the Shear Behaviour of Rock Joints.
MIGS 96 Symposium, Melbourne, November, 1996.
Rational methods for prediction of the resistance of pile shafts in rock by practitioners.
MIGS 96 Symposium, Melbourne, November, 1996.
Performance vs Prediction of Socketed Piles in Rock.
Intl Symposium on Rock Mechanics and Environmental Geotechnology, Chongqing, China, Apr. 1997.
The Behaviour of Rock Joints in Direct Shear.
Intl Symposium on Rock Mechanics and Environmental Geotechnology, Chongqing, China, Apr. 1997.
The Shaft Resistance Coefficient for Prediction of the Resistance of Pile Shafts in Rock.
Fulcrum. Deep Foundations Institute. April, 1997.
Load displacement performance of bored piles in weak rock.
Proceedings of the 3rd International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles – Deep Foundations on Bored and Auger Piles BAP III, Rotterdam, Netherlands, A.A. Balkema(1998), in W.F. Van Impe & W. Haegeman (eds) : 497 – 504.
Some recent advances in the modelling of soft rock joints in direct shear.
Proceedings of Int. Conf. On Geomechanics/Ground Control in Mining and Underground Construction GGM’98, Wollongong, NSW, The University of Wollongong(1998), in N. Azia and B. Indraratna (ed) : 71 – 82.
The axial capacity of pile shafts in rock – simulation by a micro-mechanical approach.
Accepted for publication in ASCE Jnl. Geotechnical and Geoenvironmental Engineering, June, 1999.
The shear behaviour of concrete-soft rock joints. Part 2 – Theoretical Analysis of Laboratory Simulations.
Accepted for publication in ASCE Jnl. Geotechnical and Geoenvironmental Engineering, June, 1999.
