A theoretical model for rock joints subjected to constant normal stiffness direct shear JP Seidel, CM Haberfield International Journal of Rock Mechanics and Mining Sciences 39 (5), 539-553, 2002 | 181 | 2002 |
A new socket roughness factor for prediction of rock socket shaft resistance JP Seidel, B Collingwood Canadian Geotechnical Journal 38 (1), 138-153, 2001 | 164 | 2001 |
Towards an understanding of joint roughness JP Seidel, CM Haberfield Rock Mechanics and Rock Engineering 28, 69-92, 1995 | 161 | 1995 |
The application of energy principles to the determination of the sliding resistance of rock joints JP Seidel, CM Haberfield Rock Mechanics and Rock Engineering 28 (4), 211-226, 1995 | 125 | 1995 |
Laboratory testing of concrete-rock joints in constant normal stiffness direct shear JP Seidel, CM Haberfield Geotechnical Testing Journal 25 (4), 391-404, 2002 | 113 | 2002 |
Direct shear test of sandstone-concrete joints XF Gu, JP Seidel, CM Haberfield International journal of geomechanics 3 (1), 21-33, 2003 | 95 | 2003 |
Some recent advances in the modelling of soft rock joints in direct shear CM Haberfield, JP Seidel Geotechnical & Geological Engineering 17, 177-195, 1999 | 64 | 1999 |
The axial capacity of pile sockets in rocks and hard soils JP Seidel, CM Haberfield International Journal of Rock Mechanics and Mining Sciences and Geomechanics …, 1995 | 58 | 1995 |
The analysis and design of pile shafts in weak rock JP Seidel Monash University, 1993 | 54 | 1993 |
Comparison of dynamic and static testing for piles founded into limestone JP Seidel, IJ Haustorfer, S Plesiotis Proc. 3rd Int. Conf. on Applications of Stress-wave Theory to Piles, Ottawa …, 1988 | 27 | 1988 |
A new approach to the prediction of drilled pier performance in rock JP Seidel, CM Haberfield Proceedings of the International Conference on Design and Construction of …, 1994 | 26 | 1994 |
Correlation of static and dynamic pile tests on large diameter drilled shafts J Seidel, F Rausche International Conference on the Application of Stress Wave Theory on Piles …, 1984 | 23 | 1984 |
Pile set-up in sands JP Seidel, M Kalinowski Procedures of the 6th Int. Conf. on the Application of Stress Wave …, 2000 | 19 | 2000 |
Laboratory testing of concrete-rock joints in constant normal stiffness direct shear LD Suits, TC Sheahan, JP Seidel, CM Haberfield Geotechnical Testing Journal 25 (4), 391-404, 2002 | 16 | 2002 |
Presentation of low strain integrity testing in the time-frequency domain JP Seidel Proc., 6th Int. Conf. on The Application of Stress—Wave Theory to Piles …, 2000 | 16 | 2000 |
Design and performance of dynamic tests of large diameter drilled shafts F Rausche, J Seidel Proceedings, Second International Conference on the Application of Stress …, 1984 | 16 | 1984 |
A new factor for improved prediction of the resistance of pile shafts in rock JP Seidel, XF Gu, CM Haberfield 7th Australia New Zealand Conference on Geomechanics: Geomechanics in a …, 1996 | 14 | 1996 |
Elimination of the Rayleigh Wave Effect on Low Strain Integrity Test Results JP Seidel, SK Tan 7th International Conference on The Application of Stress Wave Theory on …, 2004 | 13 | 2004 |
Laboratory study of bonding and wall smear in rock socketed piles F Cheng, CM Haberfield, JP Seidel 7th Australia New Zealand conference on geomechanics: geomechanics in a …, 1996 | 12 | 1996 |
The use of fractal geometry in a joint shear model JP Seidel, CM Haberfield Mechanics of jointed and faulted rock: Proceedings of the 2nd international …, 1995 | 11 | 1995 |