Anchors & anchorages
Compression/tension load capacity of stone column anchors. Liu K.-F., Xie X.-Y., Zhang J.-F. and Zhu X.-R. Jul., 161–165
Installing rock anchorages in a nuclear-licensed dock site. Chapman M., Parrish S. and Solley K. Apr., 63–75
Bridges
Foundation design for a large arch bridge on alluvial soils. Monnet J., Allagnat D., Teston J., Billet P. and Baguelin F. Jan., 19–28
Dams, barrages & reservoirs
Analysis of behaviour of a high rockfill dam. Soroush A. and Aghaei Araei A. Jan., 49–59
Design methods & aids
Design of braced excavations to limit ground movements. Osman A. S. and Bolton M. D. Jul., 167–175
Foundation design for a large arch bridge on alluvial soils. Monnet J., Allagnat D., Teston J., Billet P. and Baguelin F. Jan., 19–28
Knowledge-based design and construction of driven piles. Zhang L. M., Shek L. M. P., Pang H. W. and Pang C. F. Jul., 177–185
Use of stiffness inserts in pile groups and piled rafts. Poulos H. G. Jul., 153–160
Diaphragm walls
Building a deep isolating wall by an existing rail tunnel. Molins C. and Ledesma A. Jul., 219–226
Dynamics
Dynamic response of laterally loaded piles in clay. Boominathan A. and Ayothiraman R. Jul., 233–241
Embankments
Analysis of behaviour of a high rockfill dam. Soroush A. and Aghaei Araei A. Jan., 49–59
Excavation
Design of braced excavations to limit ground movements. Osman A. S. and Bolton M. D. Jul., 167–175
Field testing & monitoring
Building a deep isolating wall by an existing rail tunnel. Molins C. and Ledesma A. Jul., 219–226
Compression/tension load capacity of stone column anchors. Liu K.-F., Xie X.-Y., Zhang J.-F. and Zhu X.-R. Jul., 161–165
Dynamic response of laterally loaded piles in clay. Boominathan A. and Ayothiraman R. Jul., 233–241
Performance of bored piles with different construction methods. Chen C. S. and Hiew L. C. Jul., 227–232
Pipe pile installation effects in soft clay. Xu X. T., Liu H. L. and Lehane B. M. Oct., 285–296
Set-up effect in long piles in weathered soils. Shek L. M. P., Zhang L. M. and Pang H. W. Jul., 145–152
Some observations on Statnamic pile testing. Brown M. J. and Hyde A. F. L. Oct., 269–273
Foundations
Disturbed strain measurement for pile foundations. Klar A., Bennett P. J., Soga K., Mair R. J., Tester P., Fernie R., St John H. D. and Torp-Peterson G. Jul., 135–144
Knowledge-based design and construction of driven piles. Zhang L. M., Shek L. M. P., Pang H. W. and Pang C. F. Jul., 177–185
Performance of bored piles with different construction methods. Chen C. S. and Hiew L. C. Jul., 227–232
Piled foundations for Eureka Tower, Melbourne, Australia. Ervin M. C. and Finlayson J. E. Jul., 187–194
Rock-socketed pile design and construction: a better way? Haberfield C. and Collingwood B. Jul., 207–217
Set-up effect in long piles in weathered soils. Shek L. M. P., Zhang L. M. and Pang H. W. Jul., 145–152
Stiffness and cyclic response of clayey fine sands. Smith N. Oct., 251–268
Use of stiffness inserts in pile groups and piled rafts. Poulos H. G. Jul., 153–160
Geotechnical engineering
3D modelling of sprayed-concrete-lined tunnels in clay. Yazdchi M., Macklin S. R. and Yeow H.-C. Oct., 243–250
Analysis of behaviour of a high rockfill dam. Soroush A. and Aghaei Araei A. Jan., 49–59
Design of braced excavations to limit ground movements. Osman A. S. and Bolton M. D. Jul., 167–175
Disturbed strain measurement for pile foundations. Klar A., Bennett P. J., Soga K., Mair R. J., Tester P., Fernie R., St John H. D. and Torp-Peterson G. Jul., 135–144
Eurocode design of underground metro structures. Beadman D. R. Jan., 29–33
Modelling the bearing capacity of displacement piles in sand. Broere W. and van Tol A. F. Jul., 195–206
Numerical analysis of matric suction effects of tree roots. Indraratna B., Fatahi B. and Khabbaz H. Apr., 77–90
Performance of bored piles with different construction methods. Chen C. S. and Hiew L. C. Jul., 227–232
Sample disturbance effects on medium plasticity clay/silt. Long M. Apr., 99–111
Some observations on Statnamic pile testing. Brown M. J. and Hyde A. F. L. Oct., 269–273
Geotextiles, membranes & grids
Discrete element modelling of geogrid-reinforced aggregates. McDowell G. R., Harireche O., Konietzky H., Brown S. F. and Thom N. H. Jan., 35–48
Hydrology & water resource
Numerical analysis of matric suction effects of tree roots. Indraratna B., Fatahi B. and Khabbaz H. Apr., 77–90
Laboratory tests
A geotechnical classification system for coal ashes. Prakash K. and Sridharan A. Apr., 91–98
Mathematical modelling
Discrete element modelling of geogrid-reinforced aggregates. McDowell G. R., Harireche O., Konietzky H., Brown S. F. and Thom N. H. Jan., 35–48
Modelling the bearing capacity of displacement piles in sand. Broere W. and van Tol A. F. Jul., 195–206
Numerical analysis of matric suction effects of tree roots. Indraratna B., Fatahi B. and Khabbaz H. Apr., 77–90
The response of surface structures to tunnel construction. Franzius J. N., Potts D. M. and Burland J. B. Jan., 3–17
Offshore engineering
Stiffness and cyclic response of clayey fine sands. Smith N. Oct., 251–268
Piles & piling
Compression/tension load capacity of stone column anchors. Liu K.-F., Xie X.-Y., Zhang J.-F. and Zhu X.-R. Jul., 161–165
Disturbed strain measurement for pile foundations. Klar A., Bennett P. J., Soga K., Mair R. J., Tester P., Fernie R., St John H. D. and Torp-Peterson G. Jul., 135–144
Dynamic response of laterally loaded piles in clay. Boominathan A. and Ayothiraman R. Jul., 233–241
Eurocode design of underground metro structures. Beadman D. R. Jan., 29–33
Knowledge-based design and construction of driven piles. Zhang L. M., Shek L. M. P., Pang H. W. and Pang C. F. Jul., 177–185
Modelling the bearing capacity of displacement piles in sand. Broere W. and van Tol A. F. Jul., 195–206
Piled foundations for Eureka Tower, Melbourne, Australia. Ervin M. C. and Finlayson J. E. Jul., 187–194
Pipe pile installation effects in soft clay. Xu X. T., Liu H. L. and Lehane B. M. Oct., 285–296
Rock-socketed pile design and construction: a better way? Haberfield C. and Collingwood B. Jul., 207–217
Set-up effect in long piles in weathered soils. Shek L. M. P., Zhang L. M. and Pang H. W. Jul., 145–152
Some observations on Statnamic pile testing. Brown M. J. and Hyde A. F. L. Oct., 269–273
Use of stiffness inserts in pile groups and piled rafts. Poulos H. G. Jul., 153–160
Plasticity
A geotechnical classification system for coal ashes. Prakash K. and Sridharan A. Apr., 91–98
Ports, docks & harbours
Installing rock anchorages in a nuclear-licensed dock site. Chapman M., Parrish S. and Solley K. Apr., 63–75
Railway systems
Discrete element modelling of geogrid-reinforced aggregates. McDowell G. R., Harireche O., Konietzky H., Brown S. F. and Thom N. H. Jan., 35–48
Retaining walls
Building a deep isolating wall by an existing rail tunnel. Molins C. and Ledesma A. Jul., 219–226
Eurocode design of underground metro structures. Beadman D. R. Jan., 29–33
Roads & highways
Monitoring of tunnel behaviour through cataclastic rocks. Georgiannou V. N., Lefas I. D. and Boronkay K. A. Apr., 113–123
Rock mechanics
Monitoring of tunnel behaviour through cataclastic rocks. Georgiannou V. N., Lefas I. D. and Boronkay K. A. Apr., 113–123
Safety & hazards
Evaluating the seismicity parameters of Tehran, Iran. Ghodrati Amiri G., Motamed R., Hashemi R. and Nouri H. Oct., 275–283
Seismic engineering
Evaluating the seismicity parameters of Tehran, Iran. Ghodrati Amiri G., Motamed R., Hashemi R. and Nouri H. Oct., 275–283
Installing rock anchorages in a nuclear-licensed dock site. Chapman M., Parrish S. and Solley K. Apr., 63–75
Site investigation
Foundation design for a large arch bridge on alluvial soils. Monnet J., Allagnat D., Teston J., Billet P. and Baguelin F. Jan., 19–28
Piled foundations for Eureka Tower, Melbourne, Australia. Ervin M. C. and Finlayson J. E. Jul., 187–194
Sample disturbance effects on medium plasticity clay/silt. Long M. Apr., 99–111
Stiffness and cyclic response of clayey fine sands. Smith N. Oct., 251–268
Soil classification
A geotechnical classification system for coal ashes. Prakash K. and Sridharan A. Apr., 91–98
Soil–structure interactions
The response of surface structures to tunnel construction. Franzius J. N., Potts D. M. and Burland J. B. Jan., 3–17
Statistical analysis
Evaluating the seismicity parameters of Tehran, Iran. Ghodrati Amiri G., Motamed R., Hashemi R. and Nouri H. Oct., 275–283
Strength & testing of materials
Sample disturbance effects on medium plasticity clay/silt. Long M. Apr., 99–111
Stress analysis
3D modelling of sprayed-concrete-lined tunnels in clay. Yazdchi M., Macklin S. R. and Yeow H.-C. Oct., 243–250
Tunnels & tunnelling
3D modelling of sprayed-concrete-lined tunnels in clay. Yazdchi M., Macklin S. R. and Yeow H.-C. Oct., 243–250
Monitoring of tunnel behaviour through cataclastic rocks. Georgiannou V. N., Lefas I. D. and Boronkay K. A. Apr., 113–123
The response of surface structures to tunnel construction. Franzius J. N., Potts D. M. and Burland J. B. Jan., 3–17
