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