PHYSICAL MODELLING IN GEOTECHNICS : proceedings of the 9th international , Volume 1

Content: VOLUME 1Keynote and Themed lecturesModelling tunnel behaviour under seismic actions: An integrated approach E. BilottaAn example of effective mentoring for research centres C.E. Bronner, D.W.Wilson, K. Ziotopoulou, K.M. Darby, A. Sturm, A.J. Raymond, R.W. Boulanger, J.T. DeJong, D.M. Moug & J.D. BronnerGeotechnical modelling for offshore renewables C. Gaudin, C.D. O'Loughlin & B. BienenPhysical modelling applied to infrastructure development R.J. GoodeyThe role of centrifuge modelling in capturing whole-life responses of geotechnical infrastructure to optimise design S. GourvenecDevelopment of geotechnical centrifuges and facilities in China Y.J. HouPhysical modelling of structural and biological soil reinforcement J.A. KnappettCurrent and emerging physical modelling technologies W.A. Take1. Sample preparation and characterisationInvestigation into 3D printing of granular media O. Adamidis, S. Alber & I. AnastasopoulosUndrained shear strength profile of normally and overconsolidated kaolin clay A. Arnold,W. Zhang &A. AskarinejadLEAP GWU 2017: Investigating different methods for verifying the relative density of a centrifuge model R. Beber, S.S.C. Madabhushi, A. Dobrisan, S.K. Haigh & S.P.G. MadabhushiCentrifuge modelling of Continuous Compaction Control (CCC) B. Caicedo & J. EscobarShear wave velocity: Comparison between centrifuge and triaxial based measurements G. Cui, C.M. Heron &A.M. MarshallDevelopment of layered models for geotechnical centrifuge tests S. Divall, S.E. Stallebrass, R.J. Goodey & E.P. RitchieThe influence of temperature on shear strength at a soil-structure interface J. Parchment & P. ShepleyDevelopment of a 3D clay printer for the preparation of heterogeneous models L.M. Pua, B. Caicedo, D. Castillo & S. Caro2. Engineered platformsCentrifuge modelling utility pipe behaviour subject to vehicular loading S.M. Bayton, T. Elmrom & J.A. BlackExperimental model study on traffic loading induced earth pressure reduction using EPS geofoam T.N. Dave & S.M. DasakaPhysical modelling of roads in expansive clay subjected to wetting-drying cycles S. Laporte, G.A. Siemens & R.A. BeddoeScaled physical modelling of ultra-thin continuously reinforced concrete pavement M.S. Smit, E.P. Kearsley & S.W. JacobszThe effect of relative stiffness on soil-structure interaction under vehicle loads M.S. Smit, E.P. Kearsley & S.W. JacobszPlate bearing tests for working platforms G. Tanghetti, R.J. Goodey, A.M. McNamara & H. HalaiGeotechnical model tests on bearing capacity of working platforms for mobile construction machines and cranes R.Worbes & C. Moormann1g physical modelling of the stoneblowing technique for the improvement of railway track maintenance A.A. Zaytsev, A.A. Abrashitov &A.A. Sydrakov3. Physical/Numerical interface and comparisonsMillisecond interfacing of physical models with ABAQUS S. Idinyang, A. Franza, C.M. Heron &A.M. MarshallVerification and validation of two-phase material point method simulation of pore water pressure rise and dissipation in earthquakes T. Kiriyama, K. Fukutake &Y. HigoCentrifuge and numerical investigations of rotated box structures T.A. Newson, O.S. Abuhajar & K.J.L. StoneMultibillion particle DEM to simulate centrifuge model tests of geomaterials D. Nishiura, H. Sakaguchi & S. YamamotoTrapdoor model test and DEM simulation associated with arching M. Otsubo, R. Kuwano, U. Ali & H. Ebizuka4. ScalingVariability of small scale model reinforced concrete and implications for geotechnical centrifuge testing J.A. Knappett, M.J. Brown, L. Shields, A.H. Al-Defae & M. LoliModelling experiments to investigate soil-water retention in geotechnical centrifuge M. Mirshekari, M. Ghayoomi &A. BorgheiStudies on the use of hydraulic gradient similitude method for determining permeability of soils K.T. Mohan Gowda & B.V.S. ViswanadhamA new insight into the behaviour of seepage flow in centrifuge modelling W. Ovalle-Villamil & I. SasanakulApplicability of the generalised scaling law to pile-inclined ground system K. Sawada, K. Ueda & S. IaiPermeability of sand with a methylcellulose solution T. Tobita5. SensorsInvestigation of an OFDR fibre Bragg system for use in geotechnical scale modelling R.D. Beemer, M.J. Cassidy & C. GaudinFree fall cone tests in kaolin clay A. Bezuijen, D.A. den Hamer, L. Vincke & K. GeirnaertA new shared miniature cone penetrometer for centrifuge testing T. Carey, A. Gavras, B. Kutter, S.K. Haigh, S.P.G. Madabhushi, M. Okamura, D.S. Kim, K. Ueda,W.Y. Hung, Y.G. Zhou, K. Liu, Y.M. Chen, M. Zeghal, T. Abdoun, S. Escoffier & M. ManzariShear wave velocity measurement in a large geotechnical laminar box using bender elements J. Colletti, A. Tessari, K. Sett, W. Hoffman & J. ColemanLow cost tensiometers for geotechnical applications S.W. JacobszA field model investigating pipeline leak detection using discrete fibre optic sensors S.I. Jahnke, S.W. Jacobsz & E.P. KearsleyDevelopment of an instrumented model pile A.B. Lundberg,W. Broere & J. DijkstraNew method for full field measurement of pore water pressures M. Ottolini,W. Broere & J. DijkstraAmbient pressure calibration for cone penetrometer test: Necessary? Y.Wang, Y. Hu & M.S. Hossain6. Modelling techniquesDevelopment of a rainfall simulator in centrifuge using Modified Mariotte's principle D. Bhattacherjee & B.V.S. ViswanadhamDevelopment of model structural dampers for dynamic centrifuge testing J. Boksmati, S.P.G. Madabhushi & N.I. ThusyanthanExperimental evaluation of two-stage scaling in physical modelling of soil-foundation-structure systems A. Borghei & M. GhayoomiDevelopment of a window laminar strong box S.C. Chian, C. Qin & Z. ZhangGround-borne vibrations from piles: Testing within a geotechnical centrifuge G. Cui, C.M. Heron &A.M. MarshallA new Stockwell mean square frequency methodology for analysing centrifuge data J. Dafni & J.WartmanNovel experimental device to simulate tsunami loading in a geotechnical centrifuge M.C. Exton, S. Harry, H.B. Mason, H. Yeh & B.L. KutterA new apparatus to examine the role of seepage flow on internal instability of model soil F. Gaber & E.T. BowmanCentrifuge model test on the instability of an excavator descending a slope T. Hori & S. TamateTransparent soils turn 25: Past, present, and future M. IskanderApplication of 3D printing technology in geotechnical-physical modelling: Tentative experiment practice Q. Jiang, L.F. Li, M. Zhang & L.B. SongScaling of plant roots for geotechnical centrifuge tests using juvenile live roots or 3D printed analogues T. Liang, J.A. Knappett, G.J. Meijer, D. MuirWood, A.G. Bengough, K.W. Loades & P.D. HallettRevisit of the empirical prediction methods for liquefaction-induced lateral spread by using the LEAP centrifuge model tests K. Liu, Y.G. Zhou, Y. She, P. Xia, Y.M. Chen, D.S. Ling & B. HuangPhysical modelling of atmospheric conditions during drying C. Lozada, B. Caicedo & L. ThorelCentrifuge model tests on excavation in Shanghai clay using in-flight excavation tools X.F. Ma & J.W. XuEffect of root spacing on interpretation of blade penetration tests-full-scale physical modelling G.J. Meijer, J.A. Knappett, A.G. Bengough, K.W. Loades & B.C. NicollDevelopment of a centrifuge testing method for stability analyses of breakwater foundation under combined actions of earthquake and tsunami J. Miyamoto, K. Tsurugasaki, R. Hem, T. Matsuda & K. MaedaModelling of rocking structures in a centrifuge I. Pelekis, G.S.P. Madabhushi & M.J. DeJongA new test setup for studying sand behaviour inside an immersed tunnel joint gap R. Rahadian, S. van derWoude, D.Wilschut, C.B.M. Blom &W. Broere3D printing of masonry structures for centrifuge modelling S. Ritter, M.J. DeJong, G. Giardina & R.J. MairA mechanical displacement control model tunnel for simulating eccentric ground loss in the centrifuge G. Song, A.M. Marshall & C.M. HeronPreliminary results of laboratory analysis of sand fluidisation F.S. Tehrani, A. Askarinejad & F. SchenkeveldRolling test in geotechnical centrifuge for ore liquefaction analysis L. Thorel, P. Audrain, A. Neel, A. Bretschneider, M. Blanc & F. SaboyaDesign and performance of an electro-mechanical pile driving hammer for geo-centrifuge J.C.B. van Zeben, C. Azua-Gonzalez, M. Alvarez Grima, C. van `t Hof &A. AskarinejadA new heating-cooling system for centrifuge testing of thermo-active geo-structures D. Vitali, A.K. Leung, R. Zhao & J.A. KnappettPhysical modelling of soil-structure interaction of tree root systems under lateral loads X. Zhang, J.A. Knappett, A.K. Leung &T. Liang7. FacilitiesA new environmental chamber for the HKUST centrifuge facility A. Archer & C.W.W. NgUpgrades to the NHRI - 400 g-tonne geotechnical centrifuge S.S. Chen, X.W. Gu, G.F. Ren,W.M. Zhang, N.X.Wang, G.M. Xu,W. Liu, J.Z. Hong &Y.B. ChengA new 240 g-tonne geotechnical centrifuge at the University of Western Australia C. Gaudin, C.D. O'Loughlin & J. BreenDevelopment of a rainfall simulator for climate modelling I.U. Khan, M. Al-Fergani & J.A. BlackThe development of a small centrifuge for testing unsaturated soils K.A. Kwa & D.W. AireyFull scale laminar box for 1-g physical modelling of liquefaction S. Thevanayagam, Q. Huang, M.C. Constantinou, T. Abdoun & R. Dobry8. EducationUsing small-scale seepage physical models to generate didactic material for soil mechanics classes L.B. Becker, R.M. Linhares, F.S. Oliveira & F.L. MarquesCentrifuge modelling in the undergraduate curriculum-a 5 year reflection J.A. Black, S.M. Bayton, A. Cargill &A. TatariGeotechnical centrifuge facility for teaching at City, University of London S. Divall, S.E. Stallebrass, R.J. Goodey, R.N. Taylor &A.M. McNamaraDevelopment of a teaching centrifuge learning environment using mechanically stabilized earth walls A.F. Tessari & J.A. Black9. OffshoreDevelopment of a series of 2D backfill ploughing physical models for pipelines and cables T. Bizzotto, M.J. Brown, A.J. Brennan, T. Powell & H. ChandlerCapacity of vertical and horizontal plate anchors in sand under normal and shear loading S.H. Chow, J. Le, M. Forsyth & C.D. O'LoughlinA novel experimental-numerical approach to model buried pipes subjected to reverse faulting R.Y. Khaksar, M. Moradi &A. GhalandarzadehWave-induced liquefaction and floatation of pipeline buried in sand beds J. Miyamoto, K. Tsurugasaki & S. SassaSurface pipeline buckling on clay: Demonstration R. Phillips, J. Barrett & G. PierceyCentrifuge modelling for lateral pile-soil pressure on passive part of pile group with platform G.F. Ren, G.M. Xu, X.W. Gu, Z.Y. Cai, B.X. Shi &A.Z. ChenCentrifuge model tests and circular slip analyses to evaluate reinforced composite-type breakwater stability against tsunami H. Takahashi, S. Sassa, Y. Morikawa & K. Maruyama10. Offshore - shallow foundationsCentrifuge tests on the influence of vacuum on wave impact on a caisson D.A. de Lange, A. Bezuijen &T. TobitaPhysical modelling of active suction for offshore renewables N. Fiumana, C. Gaudin, Y. Tian & C.D. O'LoughlinCyclic behaviour of unit bucket for tripod foundation system under various loading characteristics via centrifuge Y.H. Jeong, H.J. Park, D.S. Kim & J.H. KimPhysical modelling of reinstallation of a novel spudcan nearby existing footprint M.J. Jun, Y.H. Kim, M.S. Hossain, M.J. Cassidy, Y. Hu & S.G. ParkReduction in soil penetration resistance for suction-assisted installation of bucket foundation in sand A.K. Koteras & L.B. IbsenEvaluation of seismic coefficient for gravity quay wall via centrifuge modelling M.G. Lee, J.G. Ha, H.J. Park, D.S. Kim & S.B. JoSleeve effect on the post-consolidation extraction resistance of spudcan foundation in overconsolidated clay Y.P. Li & J.Y. ShiMeasuring the behaviour of dual row retaining walls in dry sands using centrifuge tests S.S.C. Madabhushi & S.K. HaighVerification of improvement plan for seismic retrofits of existing quay wall in small scale fishing port K. Mikasa & K. OkabayashiVisualisation of mechanisms governing suction bucket installation in dense sand R. Ragni, B. Bienen, S.A. Stanier, M.J. Cassidy & C.D. O'LoughlinRecent advances in tsunami-seabed-structure interaction from geotechnical and hydrodynamic perspectives: Role of overflow/seepage coupling S. SassaEvaluation of seismic behaviour of reinforced earth wall based on design practices and centrifuge model tests Y. Sawamura, T. Shibata & M. KimuraCentrifuge tests investigating the effect of suction caisson installation in dense sand on the state of the soil plug M. Stapelfeldt, B. Bienen & J. GrabeCentrifuge model tests on stabilisation countermeasures of a composite breakwater under tsunami actions K. Tsurugasaki, J. Miyamoto, R. Hem, T. Iwamoto & H. NakaseInteraction between jack-up spudcan and adjacent piles with non-perfect pile cap Y. Xie, C.F. Leung &Y.K. Chow11. Offshore - deep foundationsCentrifuge modelling of long term cyclic lateral loading on monopiles S.M. Bayton, J.A. Black & R.T. KlinkvortCentrifuge modelling of screw piles for offshore wind energy foundations C. Davidson, T. Al-Baghdadi, M.J. Brown, A. Brennan, J.A. Knappett, C. Augarde, W. Coombs, L.Wang, D.J. Richards, A. Blake & J. BallGeneral study on the axial capacity of piles of offshore wind turbines jacked in sand I. El Haffar, M. Blanc & L. ThorelDynamic load tests on large diameter open-ended piles in sand performed in the centrifuge E. Heins, B. Bienen, M.F. Randolph & J. GrabeCentrifuge model tests on holding capacity of suction anchors in sandy deposits K. Kita, T. Utsunomiya & K. SekitaA review of modelling effects in centrifuge monopile testing in sand R.T. Klinkvort, J.A. Black, S.M. Bayton, S.K. Haigh, G.S.P. Madabhushi, M. Blanc, L. Thorel, V. Zania, B. Bienen & C. GaudinExperimental modelling of the effects of scour on offshore wind turbine monopile foundations R.O. Mayall, R.A. McAdam, B.W. Byrne, H.J. Burd, B.B. Sheil, P. Cassie & R.J.S. WhitehouseCentrifuge tests on the response of piles under cyclic lateral 1-way and 2-way loading C. Niemann, O. Reul, Y. Tian, C.D. O'Loughlin & M.J. CassidyPhysical modelling of monopile foundations under variable cyclic lateral loading I.A. Richards, B.W. Byrne & G.T. HoulsbyCentrifuge model testing of fin piles in sand S. Sayles, K.J.L. Stone, M. Diakoumi & D.J. RichardsDynamic behaviour evaluation of offshore wind turbine using geotechnical centrifuge tests J.T. Seong, J.H. Kim & D.S. KimAn investigation on the performance of a self-installing monopiled GBS structure under lateral loading K.J.L. Stone, A. Tillman & M. VaziriModel tests on the lateral cyclic responses of a caisson-piles foundation under scour C.R. Zhang, H.W. Tang & M.S. HuangComparison of centrifuge model tests of tetrapod piled jacket foundation in saturated sand and clay B. Zhu, K.Wen, L.J.Wang &Y.M. Chen VOLUME 212. Tunnel, shafts and pipelinesStudy of the effects of explosion on a buried tunnel through centrifuge model tests A. De &T.F. ZimmieUplift resistance of a buried pipeline in silty soil on slopes G.N. Eichhorn & S.K. HaighModelling the excavation of elliptical shafts in the geotechnical centrifuge N.E. Faustin, M.Z.E.B. Elshafie & R.J. MairShaking table test to evaluate the effects of earthquake on internal force of Tabriz subway tunnel (Line 2) M. Hajialilue-Bonab, M. Farrin & M. MovasatEffect of pipe defect size and maximum particle size of bedding material on associated internal erosion S. Indiketiya, P. Jegatheesan, R. Pathmanathan & R. KuwanoModelling cave mining in the geotechnical centrifuge S.W. Jacobsz, E.P. Kearsley, D. Cumming-Potvin & J.WesselooExperimental modelling of infiltration of bentonite slurry in front of shield tunnel in saturated sand T. Xu &A. Bezuijen13. ImagingFlow visualisation in a geotechnical centrifuge under controlled seepage conditions C.T.S. Beckett &A.B. FourieA new procedure for tracking displacements of submerged sloping ground in centrifuge testing T. Carey, N. Stone, B. Kutter & M. Hajialilue-BonabIdentification of soil stress-strain response from full field displacement measurements in plane strain model tests J.A. Charles, C.C. Smith & J.A. BlackImaging of sand-pile interface submitted to a high number of loading cycles J. Doreau-Malioche, G. Combe, J.B. Toni, G. Viggiani & M. SilvaImage capture and motion tracking applications in geotechnical centrifuge modelling P. Kokkali, T. Abdoun &A. TessariA study on performance of three-dimensional imaging system for physical models B.T. Le, S. Nadimi, R.J. Goodey & R.N. TaylorVisualisation of inter-granular pore fluid flow L. Li, M. Iskander & M. OmidvarA two-dimensional laser-scanner system for geotechnical processes monitoring M.D. Valencia-Galindo, L.N. Beltran-Rodriguez, J.A. Sanchez-Peralta, J.S. Tituana-Puente, M.G. Trujillo-Vela, J.M. Larrahondo, L.F. Prada-Sarmiento &A.M. Ramos-Canon14. Seismic - dynamicDynamic behaviour of model pile in saturated sloping ground during shaking table tests C.H. Chen, T.S. Ueng & C.H. ChenInvestigation on the aseismic performance of pile foundations in volcanic ash ground T. Egawa, T. Yamanashi & K. IsobeEffective parameters on the interaction between reverse fault rupture and shallow foundations: Centrifuge modelling A. Ghalandarzadeh & M. AshtianiSeismic amplification of clay ground and long-term consolidation after earthquake Y. Hatanaka & K. IsobeEvaluation of period-lengthening ratio (PLR) of single-degree-of-freedom structure via dynamic centrifuge tests K.W. Ko, J.G. Ha, H.J. Park & D.S. KimCentrifuge modelling of active seismic fault interaction with oil well casings J. Le Cossec, K.J.L. Stone, C. Ryan & K. DimitriadisCentrifuge shaking table tests on composite caisson-piles foundation F. Liang, Y. Jia, H. Zhang, H. Chen & M. HuangDynamic behaviour of three-hinge-type precast arch culverts with various patterns of overburden in culvert longitudinal direction Y. Miyazaki, Y. Sawamura, K. Kishida & M. KimuraDynamic centrifuge model tests on sliding base isolation systems leveraging buoyancy N. Nigorikawa, Y. Asaka & M. HasebeCentrifugal model tests on static and seismic stability of landfills with high water level B. Zhu, J.C. Li, L.J.Wang &Y.M. Chen15. Seismic - liquefactionPartial drainage during earthquake-induced liquefaction O. Adamidis & G.S.P. MadabhushiCentrifuge modelling of site response and liquefaction using a 2D laminar box and biaxial dynamic base excitation O. El Shafee, J. Lawler &T. AbdounExperimental simulation of the effect of preshaking on liquefaction of sandy soils W. El-Sekelly, T. Abdoun, R. Dobry & S. ThevanayagamDynamic centrifuge testing to assess liquefaction potential G. Fasano, E. Bilotta, A. Flora, V. Fioravante, D. Giretti, C.G. Lai &A.G. OEzcebeExperimental and computational study on effects of permeability on liquefaction H. Funahara & N. TomitaThe importance of vertical accelerations in liquefied soils F.E. Hughes & S.P.G. MadabhushiThe effects of waveform of input motions on soil liquefaction by centrifuge modelling W.Y. Hung, T.W. Liao, L.M. Hu & J.X. HuangHorizontal subgrade reaction of piles in liquefiable ground S. ImamuraExperimental investigation of pore pressure and acceleration development in static liquefaction induced failures in submerged slopes A. Maghsoudloo, A. Askarinejad, R.R. de Jager, F. Molenkamp & M.A. HicksCentrifuge modelling of earthquake-induced liquefaction on footings built on improved ground A.S.P.S. Marques, P.A.L.F. Coelho, S.K. Haigh & G.S.P. MadabhushiInvestigating the effect of layering on the formation of sand boils in 1 g shaking table tests S. Miles, J. Still & M. StringerCentrifuge modelling of mitigation-soil-structure-interaction on layered liquefiable soil deposits with a silt cap B. Paramasivam, S. Dashti, A.B. Liel & J.C. OlarteCentrifuge modelling of the effects of soil liquefiability on the seismic response of low-rise structures S. Qi & J.A. KnappettLiquefaction behaviour focusing on pore water inflow into unsaturated surface layer Y. Takada, K. Ueda, S. Iai &T. Mikami16. Dams and embankmentsPerformance of single piles in riverbank clay slopes subject to repetitive tidal cycles U. Ahmed, D.E.L. Ong & C.F. LeungLoad transfer mechanism of reinforced piled embankments M.S.S. Almeida, D.F. Fagundes, M.C.F. Almeida, D.A. Hartmann, R. Girout, L. Thorel & M. BlancExperiments for a coarse sand barrier as a measure against backwards erosion piping A. Bezuijen, E. Rosenbrand, V.M. van Beek & K. VandenboerLoad transfer mechanism of piled embankments: Centrifuge tests versus analytical models M. Blanc, L. Thorel, R. Girout, M.S.S. Almeida & D.F. FagundesPhysical model testing to evaluate erosion quantity and pattern M. Kamalzare &T.F. ZimmiePhysical modelling of large dams for seismic performance evaluation N.R. Kim & S.B. JoCentrifuge model tests on levees subjected to flooding R.K. Saran & B.V.S. ViswanadhamCentrifuge model test of vacuum consolidation on soft clay combined with embankment loading S. Shiraga, G. Hasegawa, Y. Sawamura & M. Kimura17. GeohazardsEffects of viscosity in granular flows simulated in a centrifugal acceleration field M. Cabrera, P. Kailey, E.T. Bowman &W.WuUsing pipe deflection to detect sinkhole development E.P. Kearsley, S.W. Jacobsz & H. LouwModel tests to simulate formation and expansion of subsurface cavities R. Kuwano, R. Sera &Y. OharaCentrifuge modelling of a pipeline subjected to soil mass movements J.R.M.S. Oliveira, K.I. Rammah, P.C. Trejo, M.S.S. Almeida & M.C.F. AlmeidaEffects of earthquake motion on subsurface cavities R. Sera, M. Ota & R. KuwanoPreliminary study of debris flow impact force on a circular pillar A.L. Yifru, R.N. Pradhan, S. Nordal &V. Thakur18. SlopesCentrifuge modelling of earth slopes subjected to change in water content P. Aggarwal, R. Singla &A. JunejaCentrifuge and numerical modelling of static liquefaction of fine sandy slopes A. Askarinejad,W. Zhang, M. de Boorder & J. van der ZonModelling of MSW landfill slope failure Y.J. Hou, X.D. Zhang, J.H. Liang, C.H. Jia, R. Peng & C.WangEffects of plant removal on slope hydrology and stability V. Kamchoom &A.K. LeungCentrifuge model test on deformation and failure of slopes under wetting-drying cycles F. Luo & G. ZhangCentrifuge model studies of the soil slope under freezing and thawing processes C. Zhang, Z.Y. Cai, Y.H. Huang & G.M. XuAn experimental and numerical study of pipe behaviour in triggered sandy slope failures W. Zhang, Z. Gng &A. Askarinejad19. Ground improvementInvestigation of nailed slope behaviour during excavation by Ng centrifuge physical model tests A. Akoochakian, M. Moradi &A. KavandRelative contribution of drainage capacity of stone columns as a countermeasure against liquefaction E. Apostolou, A.J. Brennan & J.WehrObserved deformations in geosynthetic-reinforced granular soils subjected to voids T.S. da Silva & M.Z.E.B. ElshafieAnalytical design approach for the self-regulating interactive membrane foundation based on centrifuge-model tests and numerical simulations O. Detert, D. Koenig &T. SchanzEarthquake-induced liquefaction mitigation under existing buildings using drains S. Garcia-Torres & G.S.P. MadabhushiDeformation behaviour research of an artificial island by centrifuge modelling test X.W. Gu, Z.Y. Cai, G.M. Xu & G.F. RenEffect of lateral confining condition of behaviour of confined-reinforced earth H.M. Hung & J. KuwanoAn experimental study on the effects of enhanced drainage for liquefaction mitigation in dense urban environments P.B. Kirkwood & S. DashtiInfluence of tamper shape on dynamic compaction of granular soil S. Kundu & B.V.S. ViswanadhamBehaviour of geogrid reinforced soil walls with marginal backfills with and without chimney drain in a geotechnical centrifuge J. Mamaghanian, H.R. Razeghi, B.V.S. Viswanadham & C.H.S.G. ManikumarCentrifuge model tests on effect of inclined foundation on stability of column type deep mixing improved ground S. Matsuda, M. Momoi & M. KitazumeLarge-scale physical model GRS walls: Evaluation of the combined effects of facing stiffness and toe resistance on performance S.H. Mirmoradi & M. EhrlichDeep vibration compaction of sand using mini vibrator S. Nagula, P. Mayanja & J. GrabeDynamic centrifuge tests on nailed slope with facing plates S. Nakamoto, N. Iwasa & J. TakemuraInfluence of slope inclination on the performance of slopes with and without soil-nails subjected to seepage: A centrifuge study V.M. Rotte & B.V.S. ViswanadhamPerformance of soil-nailed wall with three-dimensional geometry: Centrifuge study M. Sabermahani, M. Moradi &A. PooresmaeiliBehaviour of geogrid-reinforced aggregate layer overlaying poorly graded sand under cyclic loading A.A. Soe, J. Kuwano, I. Akram, T. Kogure & H. KanaiPhysical modelling of compaction grouting injection using a transparent soil D. Takano, Y. Morikawa, Y. Miyata, H. Nonoyama & R.J. BathurstCentrifuge modelling of remediation of liquefaction-induced pipeline uplift using model root systems K.Wang, A.J. Brennan, J.A. Knappett, S. Robinson &A.G. BengoughComparative study of consolidation behaviour of differently-treated mature fine tailings specimens through centrifuge modelling G. Zambrano-Narvaez, Y.Wang & R.J. ChalaturnykPhysical modelling and monitoring of the subgrade on weak foundation and its reinforcing with geosynthetics A.A. Zaytsev, Y.K. Frolovsky, A.V. Gorlov, A.V. Petryaev &V.V. Ganchits20. Shallow foundationsEffect of spatial variability on the behaviour of shallow foundations: Centrifuge study L.X. Garzon, B. Caicedo, M. Sanchez-Silva & K.K. Phoon1g model tests of surface and embedded footings on unsaturated compacted sand A.J. Lutenegger & M.T. AdamsExperimental study on the coupled effect of the vertical load and the horizontal load on the performance of piled beam-slab foundation L. Mu, M. Huang, X. Kang &Y. ZhangDetermining shallow foundation stiffness in sand from centrifuge modelling A. Pearson & P. ShepleyThe effect of soil stiffness on the undrained bearing capacity of a footing on a layered clay deposit A. Salehi, Y. Hu, B.M. Lehane, V. Zania & S.L. SovsoCentrifuge investigation of the cyclic loading effect on the post-cyclic monotonic performance of a single-helix anchor in sand J.A. Schiavon, C.H.C. Tsuha & L. ThorelBearing capacity of surface and embedded foundations on a slope: Centrifuge modelling D. Taeseri, L. Sakellariadis, R. Schindler & I. Anastasopoulos21. Deep foundationsPerformance of piled raft with unequal pile lengths R.S. Bisht, A. Juneja, A. Tyagi & F.H. LeePile response during liquefaction-induced lateral spreading: 1-g shake table tests with different ground inclination A. Ebeido, A. Elgamal & M. ZayedEffect of the installation methods of piles in cohesionless soil on their axial capacity I. El Haffar, M. Blanc & L. ThorelModel testing of rotary jacked open ended tubular piles in saturated non-cohesive soil D. Frick, K.A. Schmoor, P. Gutz & M. AchmusModel tests on soil displacement effects for differently shaped piles A.A. Ganiyu, A.S.A. Rashid, M.H. Osman &W.O. AjagbeComparison of seismic behaviour of pile foundations in two different soft clay profiles T.K. Garala & G.S.P. MadabhushiIssues with centrifuge modelling of energy piles in soft clays I. Ghaaowd, J. McCartney, X. Huang, F. Saboya & S. TibanaCentrifuge modelling of non-displacement piles on a thin bearing layer overlying a clay layer Y. Horii &T. NagaoRigid pile improvement under rigid slab or footing under cyclic loading O. Jenck, F. Emeriault, C. Dos Santos Mendes, O. Yaba, J.B. Toni, G. Vian & M. HoudaPull-out testing of steel reinforced earth systems: Modelling in view of soil dilation and boundary effects M. Loli, I. Georgiou, A. Tsatsis, R. Kourkoulis & F. GelagotiPile jetting in plane strain: Small-scale modelling of monopiles S. Norris & P. ShepleyInfluence of geometry on the bearing capacity of sheet piled foundations J.P. Panchal, A.M. McNamara & R.J. GoodeyKinematic interaction of piles under seismic loading J. Perez-Herreros, F. Cuira, S. Escoffier & P. KotronisBehaviour of piled raft foundation systems in soft soil with consolidation process E. Rodriguez, R.P. Cunha & B. CaicedoDisplacement measurements of ground and piles in sand subjected to reverse faulting C.F. Yao, S. Seki & J. Takemura22. Walls and excavationsCentrifuge simulation of heave behaviour of deep basement slabs in overconsolidated clay D.Y.K. Chan & S.P.G. MadabhushiSoil movement mobilised with retaining wall rotation in loose sand C. Deng & S.K. HaighLateral pressure of granular mass during translative motion of wall P. KoudelkaDeflection and failure of self-standing high stiffness steel pipe sheet pile walls embedded in soft rocks V. Kunasegarm, S. Seki & J. TakemuraA new approach to modelling excavations in soft soils J.P. Panchal, A.M. McNamara & S.E. Stallebrass1g-modelling of limit load increase due to shear band enhancement K.-F. Seitz & J. GrabeConcave segmental retaining walls D. Stathas, L. Xu, J.P.Wang, H.I. Ling & L. LiA combined study of centrifuge and full scale models on detection of threat of failure in trench excavations S. Tamate &T. HoriDynamic behaviour on pile foundation combined with soil-cement mixing walls using permanent pile K.Watanabe, M. Arakawa & M. MizumotoCentrifuge modelling of 200,000 tonnage sheet-pile bulkheads with relief platform G.M. Xu, G.F. Ren, X.W. Gu & Z.Y. Cai