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Bridges

Settlement of a bridge embankment on soft soils. Karim U. F. A., van Meekeren H. and Feenstra R. Jan., 9–12

Buildings, structure & design

Settlement and tilt of low-rise buildings. Charles J. A. and Skinner H. D. Apr., 65–75

Codes of practice & standards

Approaches to the design of cantilever retaining walls. Trenter N. A. Jan., 27–35

Cofferdams & caissons

Wastewater flow transfer tunnel: design and construction. Machon A. and Stevens S. Jul., 101–106

Columns

Modelling vibrated stone columns in soft clay. McKelvey D., Sivakumar V., Bell A. and Graham J. Jul., 137–149

Dams, barrages & reservoirs

Slope stability of earthfill dams: a case study of Kizilca dam. Keskin S. N., Cavus U. S. and Yildirim H. Briefing. Jan., 3–7

Design methods & aids

Approaches to the design of cantilever retaining walls. Trenter N. A. Jan., 27–35

Diaphragm walls

Groundwater control for the Stratford CTRL station box. Whitaker D. Oct., 183–191

Drainage & irrigation

Settlement of a bridge embankment on soft soils. Karim U. F. A., van Meekeren H. and Feenstra R. Jan., 9–12

Embankments

Role of pore water pressures in embankment stability. Ridley A., McGinnity B. and Vaughan P. Oct., 193–198

Settlement of a bridge embankment on soft soils. Karim U. F. A., van Meekeren H. and Feenstra R. Jan., 9–12

Environmental engineering

Passive groundwater control system for a motorway. Farrell E. R. and Coppinger J. Oct., 209–217

Field testing & monitoring

Assessing the contribution of vegetation to slope stability. Greenwood J. R., Norris J. E. and Wint J. Oct., 199–208

Full-scale load tests on instrumented micropiles. Russo G. Jul., 127–135

Foundations

Non-linear finite element analysis of piled-raft foundations. Maharaj D. K. and Gandhi S. R. Jul., 107–113

Settlement and tilt of low-rise buildings. Charles J. A. and Skinner H. D. Apr., 65–75

Geology

Jet grouting applications in soft rocks: the Athens Metro case. Mihalis I. K., Tsiambaos G. and Anagnostopoulos A. Oct., 219–228

Geotechnical engineering

A new explosive method for soil improvement. Yan S. W. and Chu J. Oct., 259–265

Assessing the contribution of vegetation to slope stability. Greenwood J. R., Norris J. E. and Wint J. Oct., 199–208

Cliff-top stabilisation of the Military Road, Isle of Wight. Wood H. J., Fort D. S., Clark A. R. and Robertson M. Oct., 251–258

Design and construction of a deep shaft for Crossrail. Morrison P. R. J., McNamara A. M. and Roberts T. O. L. Oct., 173–182

Geotechnical management on major infrastructure projects. Henderson T. O. and Pickles A. R. Oct., 165–171

Hull wastewater flow transfer tunnel: recovery of tunnel collapse by ground freezing. Brown D. A. Apr., 77–83

Interpretation of load tests on minipiles. Jeon S.-S. Apr., 85–90

Long-term pile testing in London Clay: a case study. Unwin H. and Jessep R. A. Apr., 57–63

Modelling vibrated stone columns in soft clay. McKelvey D., Sivakumar V., Bell A. and Graham J. Jul., 137–149

Settlement and tilt of low-rise buildings. Charles J. A. and Skinner H. D. Apr., 65–75

Structural performance of a steep slope landfill lining system. Dixon N., Ng'ambi S., Jones D. R. V. Jul., 115–125

Groundwater

Groundwater control for the Stratford CTRL station box. Whitaker D. Oct., 183–191

Passive groundwater control system for a motorway. Farrell E. R. and Coppinger J. Oct., 209–217

Role of pore water pressures in embankment stability. Ridley A., McGinnity B. and Vaughan P. Oct., 193–198

Grouting

Jet grouting applications in soft rocks: the Athens Metro case. Mihalis I. K., Tsiambaos G. and Anagnostopoulos A. Oct., 219–228

Wastewater flow transfer tunnel: design and construction. Machon A. and Stevens S. Jul., 101–106

Highway cutting

Optimal design of highway cuttings in residual soils. Shein A., Snaith M. S. and Holt C. C. Jan., 37–47

History

A new explosive method for soil improvement. Yan S. W. and Chu J. Oct., 259–265

Infrastructure planning

The use of jacked-box tunnelling under a live motorway. Allenby D. and Ropkins J. W. T. Oct., 229–238

Landfill

Structural performance of a steep slope landfill lining system. Dixon N., Ng'ambi S., Jones D. R. V. Jul., 115–125

Management

Geotechnical management on major infrastructure projects. Henderson T. O. and Pickles A. R. Oct., 165–171

Materials technology

Modelling vibrated stone columns in soft clay. McKelvey D., Sivakumar V., Bell A. and Graham J. Jul., 137–149

Mathematical modelling

Analysis of piled stabilisation of landslides. Chmoulian A. Y. Briefing. Apr., 55–56

Pavement design

Incorporating a fly-ash stabilised layer into pavement design. Bin-Shafique S., Edil T. B., Benson C. H. and Senol A. Oct., 239–249

Piles & piling

Analysis of piled stabilisation of landslides. Chmoulian A. Y. Briefing. Apr., 55–56

Full-scale load tests on instrumented micropiles. Russo G. Jul., 127–135

Interpretation of load tests on minipiles. Jeon S.-S. Apr., 85–90

Long-term pile testing in London Clay: a case study. Unwin H. and Jessep R. A. Apr., 57–63

Modelling vibrated stone columns in soft clay. McKelvey D., Sivakumar V., Bell A. and Graham J. Jul., 137–149

Non-linear finite element analysis of piled-raft foundations. Maharaj D. K. and Gandhi S. R. Jul., 107–113

Railway systems

Comparison of ballast index tests for railway trackbeds. McDowell G. R., Lim W. L., Collop A. C., Armitage R. and Thom N. H. Jul., 151–161

Groundwater control for the Stratford CTRL station box. Whitaker D. Oct., 183–191

Recycling of materials

Reuse of construction waste: performance under repeated loading. Sivakumar V., McKinley J. D. and Ferguson D. Apr., 91–96

Retaining walls

Cliff-top stabilisation of the Military Road, Isle of Wight. Wood H. J., Fort D. S., Clark A. R. and Robertson M. Oct., 251–258

Research & development

Modelling vibrated stone columns in soft clay. McKelvey D., Sivakumar V., Bell, A. and Graham J. Jul., 137–149

Residential soils

Optimal design of highway cuttings in residual soils. Shein A., Snaith M. S. and Holt C. C. Jan., 37–47

Retaining walls

Approaches to the design of cantilever retaining walls. Trenter N. A. Jan., 27–35

Geotechnical analysis of a retaining wall in weak rock. Richards D. J., Clayton C. R. I., Powrie W. and Hayward T. Jan., 13–26

Roads & highways

A new explosive method for soil improvement. Yan S. W. and Chu J. Oct., 259–265

Cliff-top stabilisation of the Military Road, Isle of Wight. Wood H. J., Fort D. S., Clark A. R. and Robertson M. Oct., 251–258

Incorporating a fly-ash stabilised layer into pavement design. Bin-Shafique S., Edil T. B., Benson C. H. and Senol A. Oct., 239–249

The use of jacked-box tunnelling under a live motorway. Allenby D. and Ropkins J. W. T. Oct., 229–238

Rock mechanics

Geotechnical analysis of a retaining wall in weak rock. Richards D. J., Clayton C. R. I., Powrie W. and Hayward T. Jan., 13–26

Strength & testing of materials

Assessing the contribution of vegetation to slope stability. Greenwood J. R., Norris J. E. and Wint J. Oct., 199–208

Comparison of ballast index tests for railway trackbeds. McDowell G. R., Lim W. L., Collop A. C., Armitage R. and Thom N. H. Jul., 151–161

Incorporating a fly-ash stabilised layer into pavement design. Bin-Shafique S., Edil T. B., Benson C. H. and Senol A. Oct., 239–249

Interpretation of load tests on minipiles. Jeon S.-S. Apr., 85–90

Long-term pile testing in London Clay: a case study. Unwin H. and Jessep R. A. Apr., 57–63

Reuse of construction waste: performance under repeated loading. Sivakumar V., McKinley J. D. and Ferguson D. Apr., 91–96

Stress analysis

Non-linear finite element analysis of piled-raft foundations. Maharaj D. K. and Gandhi S. R. Jul., 107–113

Subsidence

Full-scale load tests on instrumented micropiles. Russo G. Jul., 127–135

Tunnels & tunnelling

Hull wastewater flow transfer tunnel: recovery of tunnel collapse by ground freezing. Brown D. A. Apr., 77–83

Jet grouting applications in soft rocks: the Athens Metro case. Mihalis I. K., Tsiambaos G. and Anagnostopoulos A. Oct., 219–228

The use of jacked-box tunnelling under a live motorway. Allenby D. and Ropkins J. W. T. Oct., 229–238

Wastewater flow transfer tunnel: design and construction. Machon A. and Stevens S. Jul., 101–106

Waste management & disposal

Hull wastewater flow transfer tunnel: recovery of tunnel collapse by ground freezing. Brown D. A. Apr., 77–83

Reuse of construction waste: performance under repeated loading. Sivakumar V., McKinley J. D. and Ferguson D. Apr., 91–96

Weather

Role of pore water pressures in embankment stability. Ridley A., McGinnity B. and Vaughan P. Oct., 193–198

Whole-life cost analysis

Optimal design of highway cuttings in residual soils. Shein A., Snaith M. S. and Holt C. C. Jan., 37–47

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