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Keywords:
geotechnical engineering
The contents list in the April issue of Géotechnique (Vol 50, No 2), was published with incomplete author details listed for six papers. The full contents list is republished below.
| 109 | Anisotropic stiffness parameters and their measurement in a stiff natural clay. M. L. Lings, D. S. Pennington and D. F. T. Nash |
| 127 | Comparison of measured and calculated temporary-prop loads at Canada Water Station. W. Powrie and M. Batten |
| 141 | Drained probing triaxial tests on a weakly bonded artificial soil. V. Malandraki and D. Toll |
| 153 | A kinematic hardening constitutive model for natural clays with loss of structure. M. Rouainia and D. Muir Wood |
| 165 | Numerical modelling of full-scale tests on drystone masonry retaining walls. R. M. Harkness, W. Powrie, X. Zhang, K. C. Brady and M. P. O'Reilly |
| 181 | Fall-cone penetration and water content relationship of clays. T. W. Feng |
| 189 | Estimation of in situ stresses using anisotropic elasticity and suction measurements. I. G. Doran, V. Sivakumar, J. Graham and A. Johnson |
| 109 | Anisotropic stiffness parameters and their measurement in a stiff natural clay. M. L. Lings, D. S. Pennington and D. F. T. Nash |
| 127 | Comparison of measured and calculated temporary-prop loads at Canada Water Station. W. Powrie and M. Batten |
| 141 | Drained probing triaxial tests on a weakly bonded artificial soil. V. Malandraki and D. Toll |
| 153 | A kinematic hardening constitutive model for natural clays with loss of structure. M. Rouainia and D. Muir Wood |
| 165 | Numerical modelling of full-scale tests on drystone masonry retaining walls. R. M. Harkness, W. Powrie, X. Zhang, K. C. Brady and M. P. O'Reilly |
| 181 | Fall-cone penetration and water content relationship of clays. T. W. Feng |
| 189 | Estimation of in situ stresses using anisotropic elasticity and suction measurements. I. G. Doran, V. Sivakumar, J. Graham and A. Johnson |
Discussion
| 197 | Laboratory and field studies of response of structures to heave of expansive clay. S. N. Abduljauwad, G. J. Al-Sulaimani, I. A. Basunbul and I. Al-Burain |
| 199 | A non-linear elastic/perfectly plastic analysis for plane strain undrained expansion tests. M. D. Bolton and R. W. Whittle |
| 203 | Delayed collapse of cut slopes in stiff clay. D. M. Potts, N. Kovacevic and P. R. Vaughan |
| 197 | Laboratory and field studies of response of structures to heave of expansive clay. S. N. Abduljauwad, G. J. Al-Sulaimani, I. A. Basunbul and I. Al-Burain |
| 199 | A non-linear elastic/perfectly plastic analysis for plane strain undrained expansion tests. M. D. Bolton and R. W. Whittle |
| 203 | Delayed collapse of cut slopes in stiff clay. D. M. Potts, N. Kovacevic and P. R. Vaughan |
The correct title of B.G.H.M. Wichman's paper (Géotechnique, Vol 50, No 1, pp 35–34) is: A finite strain theory for gassy sludge.
© 2000 Thomas Telford Ltd
2000
