Artemis C. see Kyrou K. et al.
Ayothiraman R. see Boominathan A. and Ayothiraman R.
Benton L. see Grose W. J. and Benton L.
Berardi R. and Bovolenta R.
Pile-settlement evaluation using field stiffness non-linearity. Jan., 35–44
Beth M. and Obre X.
Ground movement monitoring at King's Cross Station, London. Jul., 125–133
Bolton M. D. see White D. J. and Bolton M. D.
see also Gourvenec S. M. et al.
Boominathan A. and Ayothiraman R.
Dynamic behaviour of laterally loaded model piles in clay. Oct., 207–215
Bovolenta R. see Berardi R. and Bovolenta R.
Byrne B. W. see Houlsby G. T. and Byrne B. W.
Castelli F. and Motta E.
A non-linear approach for settlement prediction of single pile and pile groups under vertical load. Discussion. Jul., 175–177
Chapman D. N., Rogers C. D. F. and Ng P. C. F.
Predicting ground displacements caused by pipe splitting. Apr., 95–106
Chodorowski A. see Holmes G. et al.
Collop A. C. see Lim W. L. et al.
Dallas A. see Lefas I. D. et al.
Doran I. G. see Navaneethan T. et al.
Driscoll R.
Editorial. Jan., 1
Edil T. B. see Sawangsuriya A. and Edil T. B.
El Naggar M. H. see Sakr M. et al.
Georgiannou V. N. see Lefas I. D. et al.
Gourvenec S. M., Mair R. J., Bolton M. D and Soga K.
Ground conditions around an old tunnel in London Clay. Jan., 25–33
Grose W. J. and Benton L.
Hull wastewater flow transfer tunnel: tunnel collapse and causation investigation. Oct., 179–185
Gunn M. J. see Mavroulidou M. et al.
Hau K. W. and McDowell G. R.
Evaluating permissible subgrade rut depth in pavement design. Jan., 45–56
Holmes G., Roscoe H. and Chodorowski A.
Construction monitoring of cut and cover tunnels. Oct., 187–196
Houlsby G. T. and Byrne B. W.
Design procedures for installation of suction caissons in clay and other materials. Apr., 75–82
Design procedures for installation of suction caissons in sand. Jul., 135–144
Hunter A.
Effect of trenchless technologies on existing iron pipelines. Jul., 159–167
Kyrou K., Penman A. and Artemis C.
The first 30 years of Lefkara Dam. Apr., 113–122
Lefas I. D., Dallas A., Power N. and Georgiannou V. N.
Construction of Paramithia tunnels, Egnatia motorway, Greece. Oct., 197–206
Lei G. H.
Yielding mechanisms in a rectangular trench. Jul., 169–172
Lim W. L., McDowell G. R. and Collop A. C.
Quantifying the relative strengths of railway ballasts. Apr., 107–111
Mair R. J. see Gourvenec S. M. et al.
Mavroulidou M., Gunn M. J. and Woods R. I.
Numerical modelling of groundwater pumping processes. Apr., 83–93
McDowell G. R. see Hau K. W. and McDowell G. R.
see also Lim W. L. et al.
Motta E. see Castelli F. and Motta E.
Navaneethan T., Sivakumar V., Wheeler S. J. and Doran I. G.
Assessment of suction measurements in saturated clays. Jan., 15–24
Nehdi M. see Sakr M. et al.
Ng C. W. W. see Nip D. C. and Ng C. W. W.
Ng P. C. F. see Chapman D. N. et al.
Nip D. C and Ng C. W. W.
Back-analysis of laterally bored piles. Apr., 63–73
Obre X. see Beth M. and Obre X.
Penman A. see Kyrou K. et al.
Power N. see Lefas I. D. et al.
Rogers C. D. F. see Chapman D. N. et al.
Roscoe H. see Holmes G. et al.
Russo G.
Full-scale load tests on instrumented micropiles: technology and behaviour. Discussion. Oct., 231–233
Sakr M., El Naggar M. H. and Nehdi M.
Lateral behaviour of composite tapered piles in dense sand. Jul., 145–157
Sawangsuriya A. and Edil T. B.
Evaluating stiffness and strength of pavement materials. Oct., 217–230
Sivakumar V. see Navaneethan T. et al.
Soga K. see Gourvenec S. M. et al.
Trenter N. A.
Approaches to the design of cantilever retaining walls. Discussion. Jul., 173
Wheeler S. J. see Navaneethan T. et al.
White D. J. and Bolton M. D.
Comparing CPT and pile base resistance in sand. Jan., 3–14
Woods R. I. see Mavroulidou M. et al.
