| Foreword | |
| Foundation strengthening and soil improvement for scour-dangered river bridges | p. 3 |
| The practice of unsaturated soil mechanics | p. 29 |
| Soil-pile interaction in liquefied deposits undergoing lateral spreading | p. 51 |
| Design parameters of granular soils from in situ tests | p. 65 |
| Slope movements - Geotechnical characterization, risk assessment and mitigation | p. 95 |
| Recent advances in geotechnical earthquake engineering | p. 107 |
| The failure of the Port of Nice: An example of static liquefaction of sand | p. 119 |
| Environmental geotechnics - ITC5-reports and future goals | p. 127 |
| A consistent macroscopic mathematical model for soil consolidation problems | p. 157 |
| Post-failure analysis of earth retaining wall | p. 175 |
| Settlement computation - A simplified method | p. 183 |
| Zur Mobilisierung des passiven Erddrucks in trockenem Sand | p. 189 |
| Analysis of causes of catastrophic failures of reinforced earth embankments | p. 197 |
| Compactibility of soils by means of a pulsator | p. 203 |
| Moderne Verfahren zur Ertuchtigung von Erdbauwerken bestehender Eisenbahnstrecken | p. 211 |
| Geotechnical microzonation in the Arctic related to climate warming | p. 215 |
| Analysis and performance of an embankment on organic subsoil | p. 223 |
| Time settlement monitoring of earthfill piers | p. 227 |
| Long-term filtration performance of nonwoven geotextiles | p. 233 |
| Indeterminacy and risks in the earth-mechanical prognoses | p. 239 |
| Flood risk of protected floodplain basins | p. 245 |
| An investigation of hazard in reinforced embankments | p. 251 |
| Die Harmonisierung des Regelwerkes fur Geotechnik in Europa: Entwicklung und Bedeutung fur die Praxis | p. 259 |
| Geotechnische Untersuchung eines Schadensfalles an einer Uferboschung | p. 267 |
| Piping processes and stability of hydrotechnical constructions | p. 275 |
| Confining degree of reinforced soil structures | p. 279 |
| Rapid quality control method of compaction of non-cohesive soil embankment | p. 283 |
| The factors determining the deformations of organic subsoil under embankment | p. 287 |
| Geotechnical hazards and educational aspects | p. 295 |
| Oozy with peat foundation soils and influences on behaviour of the Flam Dam | p. 299 |
| Failures and failure modes of dams and embankments caused by geotechnical problems | p. 305 |
| Uniform risk in site-specific seismic hazard analysis | p. 317 |
| Effective stress analysis of seismic vertical array sites at Kobe | p. 325 |
| Design of tunnel lining constructed in grouted soil for seismic effects | p. 333 |
| Liquefaction hazard evaluation by Swedish weight sounding test | p. 337 |
| An iterative method for 2D time harmonic elastodynamics in infinite domains | p. 343 |
| Site effects of an M = 7.3-7.5 earthquake, and its tessellated synthesis | p. 349 |
| Construction of data base system of earth dam and its application to earthquake disaster prevention | p. 359 |
| A study on the ground flow due to liquefaction behind quaywalls | p. 367 |
| On comparative seismic displacements of rigid retaining walls | p. 375 |
| Flow failure - Some data on onset conditions | p. 385 |
| Stabilisation of the Pliva riverbed in the town of Jajce | p. 393 |
| Migration and extraction of heavy metal from contaminated natural clay by electrokinetics | p. 401 |
| Land marine reclamation and environmental problems | p. 409 |
| Repair of the Pliva river waterfall at Jajce | p. 415 |
| Verhalten einer Schmalwand aus zementhaltiger Suspension in kontaminiertem Boden | p. 421 |
| Reuse of petroleum contaminated soil as a road material | p. 427 |
| Impervious barriers for landfills in karst | p. 435 |
| Cyclic direct simple shear testing of OH landfill solid waste | p. 441 |
| Sanierung einer Altlast durch Umlagerung und Errichtung einer Deponie im Bergbaugebiet | p. 449 |
| Engineering properties of compacted power industry wastes | p. 457 |
| The effect of petroleum hydrocarbons on geotechnical properties of kaolinite and Na-bentonite clays | p. 463 |
| Possibility for reassigning the mining stock-piles on the basis of the physical-mechanical characteristics | p. 469 |
| Shallow foundations - Experimental study under cyclic loading | p. 477 |
| The use of the jet-grouting method for the stabilization of the underground | p. 485 |
| Ein vermeintlicher Schadensfall bei Unterfangung mittels HDI-Saulen | p. 489 |
| Fundamentverstarkung und Fundamentsicherung mit SOILCRETE-jet grouting bei der Rekonstruktion Wenzelsplatz 33 in Prag | p. 497 |
| Investigation of the behavior of propped diaphragm walls in deep excavations | p. 503 |
| Reconstruction of demolished bridge across Sava river near Zupanja | p. 509 |
| Laboratory tests of the bearing capacity of spherical anchors in sand | p. 515 |
| Origins of mass deformations of building in Norilsk region | p. 521 |
| Tunnelling in poor ground - Choice of shield method based on reliability | p. 527 |
| Onshore structures critical load and selection of design solution | p. 535 |
| Untersuchungen zur Sanierung der Donaubrucke Russe - Giurgiu | p. 541 |
| Analysis of an example of a nailed wall in soft clayey soil | p. 547 |
| A numerical method for calculation of propped retaining wall | p. 553 |
| Reliability assessment of tunnel design | p. 559 |
| Erosion in harbours caused by ship's propulsors | p. 565 |
| Improvement of the bearing of the soils by using plastic-rubbish matters | p. 573 |
| Bodenverbesserung mit Kiesstopfsaulen beim Autobahnbau in der Slowakei | p. 581 |
| Abdichtungsinjektionen mit Feinstbindemitteln | p. 587 |
| Controlling the soil instability by excavating an underground gallery | p. 595 |
| Flaws occurring in sewer construction - Solutions for consolidation | p. 599 |
| Seasonal movements of building on the expansive subsoil | p. 603 |
| Grundwasserschutz und Abdichtungsmassnahmen mit Soilcrete-jet grouting | p. 609 |
| Wirtschaftliche Fundierung durch Bodenverbesserung | p. 615 |
| Investigation of interaction of foundations with basement with the help of modelling installation | p. 623 |
| The excessive movements and sliding at the ore deposit at the Port of Koper | p. 629 |
| Geosynthetics use in protection of exposed pipeline sections when crossing water barriers | p. 635 |
| Tiefenverdichtungs-Methoden zur Grundung von Industriehallen in Ungarn | p. 641 |
| On the calculation methods of Green's functions for the layered half-space | p. 649 |
| Results of static and dynamic loading tests on driven steel-pipe piles | p. 657 |
| Foundation pit enclosure in soft clay applying modified soil nailing method | p. 663 |
| Polish experiences on founding and underpinning of buildings by means of jet grouted piles | p. 671 |
| Small strain stiffness of Venetian soils from field and laboratory tests | p. 679 |
| Small-strain testing in an NGI-type direct simple shear device | p. 687 |
| Evaluation of quick multistage oedometric relaxation test | p. 695 |
| Tonenklassification durch Korrelations-Regressionsanalyse | p. 703 |
| Underground exploitation of dimension stone in the region of Istrian peninsula | p. 711 |
| Possibility of hammer tunnelling in complex geological conditions | p. 719 |
| The behavior of electroosmotic radial drainage consolidation of soft clay | p. 727 |
| Geotechnical investigations and design in permo-carboniferous clastites: An example | p. 733 |
| Effect of drying and wetting on mechanical characteristics of Eocene flysch marl | p. 737 |
| Plasticity index - Indicator of shear strength and a major axis of geotechnical modelling | p. 743 |
| Rheologisches Verhalten von verschieden strukturierten Gesteinsabarten | p. 751 |
| SPT results reliability | p. 757 |
| Small strain soil stiffness in foundation settlement predictions | p. 763 |
| Soil physical properties of sand-bentonite mixtures | p. 767 |
| Aspects concerning instability phenomena in some Romanian oil fields | p. 773 |
| Slope stability analysis in an open mining area | p. 779 |
| Geotechnical hazards related to marls in Greece | p. 787 |
| Slope stability issues of rainfall induced landslides | p. 791 |
| Landslide hazard assessment in Hong Kong | p. 799 |
| Pipeline response to landslide loads | p. 805 |
| Learning from a large landslide in Northern Italy | p. 811 |
| Stability of Danube embankments in the Slovakian territory | p. 819 |
| Landslide hazard in the Medvednica submountain area under dynamic conditions | p. 827 |
| Experiences on stabilisation of landslide in South Black Forest | p. 835 |
| Major landslide triggered by local instability | p. 841 |
| Scales of landslide hazard and risk mapping | p. 847 |
| Fuzzy logic concepts in limit states analysis of geotechnical structures | p. 855 |
| Probabilistic risk assessment of landslide related geohazards | p. 863 |
| Diminished shear strength surfaces within the southern Medvednica hill-sides in the city of Zagreb | p. 871 |
| Space stability of slopes: Kinematical approach | p. 877 |
| On the initiation of rainfall induced soil failure | p. 883 |
| Author index | p. 891 |
| Table of Contents provided by Blackwell. All Rights Reserved. |
