| Contributions in geotechnical engineering: Soil mechanics and foundation engineering | p. 3 |
| Plasticity analysis in geotechnical engineering: From theory to practice | p. 49 |
| Recent developments in in-situ testing and performance monitoring of soil and rock structures | p. 81 |
| Some unconventional field testing methods for earth materials | p. 95 |
| It took 2000 years of penetration to arrive at the Amap'Sols static-dynamic penetrometer | p. 101 |
| Measurement of ground vibrations | p. 107 |
| Evaluation of in-situ liquefaction resistance of sands based on high-quality undisturbed samples | p. 117 |
| Mechanism in the formation of kink bands | p. 131 |
| State parameter of granular soils | p. 135 |
| Multi-stage triaxial compression test under a constant cell pressure | p. 139 |
| The correlation between some Dutch-cone penetrometer results and soil properties in some areas of Indonesia | p. 149 |
| Horizontal mass permeability of a clay stratum | p. 161 |
| Effect of coarse inclusions on strength of residual/colluvial soils | p. 177 |
| Experience with swelling and collapsing soils | p. 183 |
| Swelling and collapsible behaviour of arid soils | p. 193 |
| Geomorphology as the prime determinant of current engineering problems in the Tamar River basin at Launceston, Tasmania | p. 201 |
| The static and dynamic properties of schistous sands | p. 207 |
| Black cotton soils - Highly expansive clays of India | p. 217 |
| Seismic deformations in embankments and slopes | p. 233 |
| Civil engineering use of industrial waste in Japan | p. 265 |
| Seepage study for design of an offshore waste containment bund | p. 279 |
| Liquefaction-induced earth movements and mitigation in an earthquake-prone area | p. 291 |
| Vertical barriers for municipal and hazardous waste containment | p. 301 |
| Decontamination and rehabilitation of contaminated sites | p. 335 |
| Geotechnical risk assessment - Different perspectives | p. 349 |
| Environmental effects on critical strain of rocks | p. 359 |
| Application of satellite technology to environmental geotechnology | p. 365 |
| In-situ testing methods for groundwater contamination studies | p. 371 |
| Embankments on soft clays, a continuing challenge of misspent efforts | p. 383 |
| Stage construction of embankments on soft soils | p. 401 |
| Unmanned excavation systems in pneumatic caissons | p. 409 |
| Design methodology and experiences with pile supported embankments | p. 419 |
| Innovation in buried infrastructure | p. 433 |
| Warragamba Dam - A case study of environmental implications of the building of a hydraulic structure | p. 439 |
| Experience of design of large dams on soft rocks in Pakistan | p. 445 |
| Some remarks on the stability of towers | p. 457 |
| Remedial treatment for Menjer concrete gravity dam (Indonesia) | p. 469 |
| Efficient driving of precast concrete piles | p. 477 |
| Piles subjected to externally-imposed soil movements | p. 491 |
| Cost-effective use of friction piles in non-cohesive soils | p. 501 |
| Response of block foundations in vertical vibrations | p. 511 |
| Prediction of movement and behavior of sheet pile wall for deep braced cut excavation in soft Bangkok clay | p. 517 |
| Ultimate uplift capacity and shaft resistance of metal piles in clay | p. 525 |
| Use of geotextiles in railway track rehabilitation | p. 535 |
| Japanese reclamation techniques for coastal and offshore areas with soft foundation | p. 543 |
| The 'reinforced soil' in the future of geotechnics | p. 553 |
| Engineering of ground in lowlands | p. 565 |
| Performance of reinforced embankment on soft Bangkok clay with high strength geotextile reinforcement | p. 575 |
| Author index | p. 583 |
| Table of Contents provided by Blackwell. All Rights Reserved. |
