Allam M.M. see Subba Rao K.S. et al.
Al-Tabbaa A. and Evans C.W.
Pilot in situ auger mixing treatment of a contaminated site. Part 3. Time-related performance. Apr., 103–114
Anderson W.F. see Blanchfield R. and Anderson W.F.
Augarde C.E. see Burd H.K. et al.
Basile F.
Non-linear analysis of pile groups (Discussion). Oct., 241–244
Batten M. and Powrie W.
Measurement and analysis of temporary prop loads at Canary Wharf underground station, east London. July, 151–163
Bay-Gress Ch. see Sieffert J.-G. and Bay-Gress Ch.
Bica A.V.D. see Clayton C.R.I. et al.
Black M. see Withers A. et al.
Blanchfield R. and Anderson W.F.
Wetting collapse in opencast coalmine backfill. July, 139–149
Burd H.K., Houlsby G.T., Augarde C.E. and Liu G.
Modelling tunnelling-induced settlement of masonry buildings. Jan., 17–29
Chow F.C. see Lehane B.M. et al.
Clayton C.R.I. see Matthews M.C. et al.
Clayton C.R.I., Hope V.S., Heymann G., van der Berg J.P. and Bica A.V.D.
Instrumentation for monitoring sprayed concrete lined soft ground tunnels. July, 119–130
Cosgrove E. see Lehane B. and Cosgrove E.
Crilly M.S. and Driscoll R.M.C.
The behaviour of lightly loaded piles in swelling ground and implications for their design. Jan., 3–16
Davidson W. see Perry J. et al.
Delpak R., Omer J.R. and Robinson R.B.
Load/settlement prediction for large-diameter bored piles in Mercia mudstone. Oct., 201–224
Driscoll R.M.C. see Crilly M.S. and Driscoll R.M.C.
Evans C.W. see Al-Tabbaa A. and Evans C.W.
Field M. see Perry J. et al.
Grant R.J. and Taylor R.N.
Tunnelling-induced ground movements in clay. Jan., 43–55
Heymann G. see Clayton C.R.I. et al.
Hope V.S. see Clayton C.R.I. et al.
Houlsby G.T. see Burd H.K. et al.
Jardine R.J. see Lehane B.M. et al.
Lehane B. and Cosgrove E.
Applying triaxial compression stiffness data to settlement prediction of shallow foundations on cohesionless soil. Oct., 191–200
Lehane B.M., Chow F.C., McCabe B.A. and Jardine R.J.
Relationships between shaft capacity of driven piles and CPT end resistance. Apr., 93–101
Lilley D.M.
Integrity testing of pile foundations using axial vibration. Oct., 225–234
Liu G. see Burd H.K. et al.
Matthews M.C., Clayton C.R.I. and Own Y.
The use of field geophysical techniques to determine geotechnical stiffness parameters. Jan., 31–42
McCabe B.A. see Lehane B.M. et al.
Nagaraj H.B. see Sridharan A. et al.
Omer J.R. see Delpak R. et al.
Own Y. see Matthews M.C. et al.
Perry J., Field M., Davidson W. and Thompson D.
The benefits from geotechnics in construction of the A34 Newbury Bypass. Apr., 83–92
Pontin S. see Withers A. et al.
Powrie W. see Batten M. and Powrie W.
Prakash K. see Sridharan A. and Prakash K.
Prasad P.S. see Sridharan A. et al.
Preene M.
Assessment of settlements caused by groundwater control. Oct., 177–190
Robinson R.B. see Delpak R. et al.
Robinson R.G. see Subba Rao K.S. et al.
Sieffert J.-G. and Bay-Gress Ch.
Comparison of European bearing capacity calculation methods for shallow foundations. Apr., 65–74
Sridharan A. and Prakash K.
Classification procedures for expansive soils. Oct., 235–240
Sridharan A., Nagaraj H.B. and Prasad P.S.
Liquid limit of soils from equilibrium water content in one-dimensional normal compression. July, 165–169
Subba Rao K.S., Allam M.M. and Robinson R.G.
Drained shear strength of fine-grained soil–solid surface interfaces. Apr., 75–81
Taylor R.N. see Grant R.J. and Taylor R.N.
Thompson D. see Perry J. et al.
van der Berg J.P. see Clayton C.R.I. et al.
Withers A., Pontin S. and Black M.
The geotechnical database for the Jubilee Line Extension project. July, 131–138
