Cyclic Behaviour of Soils and Liquefaction Phenomena: Proceedings of the International Conference, Bochum, Germany, 31 March - 2 April 2004This conference brought together specialists in cyclic soil behaviour in order to discuss important results and new ideas in the field, and to share expertise in design of various problems involving cyclic or dynamic behaviour of soils. This book covers a variety of topics: * Theory and analysis, including constitutive relations of soil under cyclic loading, post-seismic stability analysis of soil/structure, dynamic stability of structures, liquefaction analysis of marine structures due to cyclic loading, and more * Cyclic and dynamic laboratory and model testing, centrifuge testing and in-situ testing. * Numerical analysis, including computer methods * Design of industrial applications and marine structures, installation methods of piles, vibrocompaction, densification of ballast in railway structures, case studies of earthquakes and post-liquefaction observations. |
Contents
| 3 | |
| 11 | |
| 21 | |
G T Houlsby G Mortara | 27 |
K Ishihara Y Tsukamoto K Kamada | 41 |
Application of a new definition for the number of cycles of loading | 57 |
Explicit accumulation model for cyclic loading | 65 |
Mechanical differences between sand and clay under monotonic and cyclic loading | 77 |
K H Stokoe II E M Rathje B R Cox W J Chan | 321 |
Centrifuge tests on monotonic and cyclic loaded caissons | 335 |
Centrifuge modelling of liquefaction of saturated sand under cyclic loading | 349 |
study of the pile head displacement | 363 |
Occurrence of liquefaction in cyclic burial of a structure submitted to waveactions | 389 |
Settlements of vertical caisson breakwater | 407 |
Influence of cyclic load on model caisson seawalls embedded in marine clay | 425 |
Liquefaction and settlements of backfill behind quaywalls caused by seismic loads | 441 |
Numerical simulation of cyclic behavior of dense sand using a cyclic elastoplastic model | 85 |
Constitutive microplane model for geotechnical materials | 91 |
theoretical discussion and validation | 99 |
Modelling of cyclic behaviour of a cohesive soil by shear torsional and triaxial tests | 109 |
Twoway cyclic tests on a soilstructure interface | 123 |
Liquefaction of sand in simple shear condition | 129 |
On line pseudodynamic response tests on stratified layers consisting of clay and sand | 147 |
Study of the unbound crushed materials behaviour in road pavements | 167 |
Laboratory investigation of the undrained cyclic behaviour of a natural coarse sand from | 187 |
Effect of initial stress state on the cyclic simple shear behaviour of sands | 207 |
Influence of nonplastic fines content on the liquefaction resistance of soils in terms of the unit energy | 223 |
The effect of volumetric and outofphase cyclic loading on strain accumulation | 247 |
Liquefaction strength of volcanic debris flow deposits originated from Unzen Volcano | 263 |
Initiation of pore pressure rise in earthquakes | 289 |
Estimation of liquefaction potential using dynamic penetration with pore pressure transducer | 305 |
Waveinduced seabed liquefaction and the stability of marine pipelines | 449 |
Seismic durability design for an embankment crossing the Tuntzuchiao Fault in Taiwan | 467 |
Condition indicators for liquefaction susceptibility with focus on silty soils | 489 |
Liquefaction potential assessment in layered soils by probabilistic neural networks based | 505 |
Densification of sand caused by vibratory sheetpiling | 523 |
Toe and shaft resistance analysis during the vibratory driving of piles in Montoir | 541 |
2D and 3D seismic response analysis using experimental data on cyclic behaviour of soils | 563 |
Dynamic effects of moving load on a poroelastic soil medium | 581 |
A structural analysisbased method for calculating the residual settlement of a railway | 605 |
Experimental determination of a ballast lateral settlement law | 619 |
S Budiono T McSweeney M Dhanasekar N Gurung | 633 |
S S Radampola T McSweeney M Dhanasekar N Gurung | 649 |
Effects of subsoil and backfill conditions on seismic displacement of gravity type retaining walls | 665 |
Numerical analysis of geosyntheticreinforced walls subjected to seismic loads | 681 |
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Cyclic Behaviour of Soils and Liquefaction Phenomena: Proceedings of the ... Th. Triantafyllidis No preview available - 2004 |
Common terms and phrases
acceleration accumulation amplitude axial strain ballast Behaviour of Soils caisson calculated clay compression consolidation curves Cyclic Behaviour cyclic loading cyclic shear cyclic stress cyclic stress ratio cyclic triaxial tests damping ratio decrease deformation depth Deviator stress deviatoric displacement dynamic earthquake effective stress elastic equation evaluated excess pore pressure experimental failure fines content friction Geotechnical Engineering grains granular horizontal hysteretic increase initial interface isotropic layer Liquefaction Phenomena liquefaction resistance liquefied loading cycles material maximum measured Mechanics method microplane monotonic number of cycles P-wave parameters particles penetration pile plastic pore water pressure q kPa relative density residual response samples saturated seabed seismic settlement shear modulus shear strain shear stress shown in Figure silt simple shear simulations soil liquefaction Soils and Foundations Soils and Liquefaction specimens static shear stiffness strength stress path stress-strain structure test results tion Toyoura Triantafyllidis undrained cyclic velocity vertical vibratory void ratio