| 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. |
| 127 | Comparison of measured and calculated temporary-prop loads at Canada Water Station. |
| 141 | Drained probing triaxial tests on a weakly bonded artificial soil. |
| 153 | A kinematic hardening constitutive model for natural clays with loss of structure. |
| 165 | Numerical modelling of full-scale tests on drystone masonry retaining walls. |
| 181 | Fall-cone penetration and water content relationship of clays. |
| 189 | Estimation of |
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