VOLUME 2 12. Tunnel, shafts and pipelines Study of the effects of explosion on a buried tunnel through centrifuge model tests A. De &T.F. Zimmie Uplift resistance of a buried pipeline in silty soil on slopes G.N. Eichhorn & S.K.
Haigh Modelling the excavation of elliptical shafts in the geotechnical centrifuge N.E. Faustin, M.Z.E.B. Elshafie & R.J.
Mair Shaking table test to evaluate the effects of earthquake on internal force of Tabriz subway tunnel (Line 2) M. Hajialilue-Bonab, M. Farrin & M. Movasat Effect of pipe defect size and maximum particle size of bedding material on associated internal erosion S. Indiketiya, P. Jegatheesan, R. Pathmanathan & R. Kuwano Modelling cave mining in the geotechnical centrifuge S.
W. Jacobsz, E.P. Kearsley, D. Cumming-Potvin & J.Wesseloo Experimental modelling of infiltration of bentonite slurry in front of shield tunnel in saturated sand T. Xu &A. Bezuijen 13.
Imaging Flow visualisation in a geotechnical centrifuge under controlled seepage conditions C.T.S. Beckett &A.B. Fourie A new procedure for tracking displacements of submerged sloping ground in centrifuge testing T. Carey, N. Stone, B.
Kutter & M. Hajialilue-Bonab Identification of soil stress-strain response from full field displacement measurements in plane strain model tests J.A. Charles, C.C. Smith & J.A. Black Imaging of sand-pile interface submitted to a high number of loading cycles J.
Doreau-Malioche, G. Combe, J.B. Toni, G. Viggiani & M. Silva Image capture and motion tracking applications in geotechnical centrifuge modelling P. Kokkali, T. Abdoun &A.
Tessari A study on performance of three-dimensional imaging system for physical models B.T. Le, S. Nadimi, R.J. Goodey & R.N. Taylor Visualisation of inter-granular pore fluid flow L.
Li, M. Iskander & M. Omidvar A two-dimensional laser-scanner system for geotechnical processes monitoring M.D. Valencia-Galindo, L.N. Beltr¿Rodriguez, J.A.
S¿hez-Peralta, J.S. Titua¿a-Puente, M.G. Trujillo-Vela, J.M. Larrahondo, L.F.
Prada-Sarmiento &A.M. Ramos-Ca¿¿n 14. Seismic ¿ dynamic Dynamic behaviour of model pile in saturated sloping ground during shaking table tests C.H. Chen, T.S. Ueng & C.
H. Chen Investigation on the aseismic performance of pile foundations in volcanic ash ground T. Egawa, T. Yamanashi & K. Isobe Effective parameters on the interaction between reverse fault rupture and shallow foundations: Centrifuge modelling A. Ghalandarzadeh & M. Ashtiani Seismic amplification of clay ground and long-term consolidation after earthquake Y. Hatanaka & K.
Isobe Evaluation 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.
Kim Centrifuge modelling of active seismic fault interaction with oil well casings J. Le Cossec, K.J.L. Stone, C. Ryan & K. Dimitriadis Centrifuge shaking table tests on composite caisson-piles foundation F. Liang, Y.
Jia, H. Zhang, H. Chen & M. Huang Dynamic behaviour of three-hinge-type precast arch culverts with various patterns of overburden in culvert longitudinal direction Y. Miyazaki, Y. Sawamura, K. Kishida & M. Kimura Dynamic centrifuge model tests on sliding base isolation systems leveraging buoyancy N.
Nigorikawa, Y. Asaka & M. Hasebe Centrifugal model tests on static and seismic stability of landfills with high water level B. Zhu, J.C. Li, L.J.Wang &Y.
M. Chen 15. Seismic ¿ liquefaction Partial drainage during earthquake-induced liquefaction O. Adamidis & G.S.P. Madabhushi Centrifuge modelling of site response and liquefaction using a 2D laminar box and biaxial dynamic base excitation O. El Shafee, J.
Lawler &T. Abdoun Experimental simulation of the effect of preshaking on liquefaction of sandy soils W. El-Sekelly, T. Abdoun, R. Dobry & S. Thevanayagam Dynamic centrifuge testing to assess liquefaction potential G. Fasano, E. Bilotta, A.
Flora, V. Fioravante, D. Giretti, C.G. Lai &A.G. ¿cebe Experimental and computational study on effects of permeability on liquefaction H. Funahara & N.
Tomita The importance of vertical accelerations in liquefied soils F.E. Hughes & S.P.G. Madabhushi The effects of waveform of input motions on soil liquefaction by centrifuge modelling W.Y. Hung, T.
W. Liao, L.M. Hu & J.X. Huang Horizontal subgrade reaction of piles in liquefiable ground S. Imamura Experimental 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. Hicks Centrifuge 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. Madabhushi Investigating the effect of layering on the formation of sand boils in 1 g shaking table tests S. Miles, J. Still & M. Stringer Centrifuge modelling of mitigation-soil-structure-interaction on layered liquefiable soil deposits with a silt cap B. Paramasivam, S. Dashti, A.
B. Liel & J.C. Olarte Centrifuge modelling of the effects of soil liquefiability on the seismic response of low-rise structures S. Qi & J.A. Knappett Liquefaction behaviour focusing on pore water inflow into unsaturated surface layer Y. Takada, K.
Ueda, S. Iai &T. Mikami 16. Dams and embankments Performance of single piles in riverbank clay slopes subject to repetitive tidal cycles U. Ahmed, D.E.L. Ong & C.
F. Leung Load 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. Blanc Experiments for a coarse sand barrier as a measure against backwards erosion piping A. Bezuijen, E.
Rosenbrand, V.M. van Beek & K. Vandenboer Load transfer mechanism of piled embankments: Centrifuge tests versus analytical models M. Blanc, L. Thorel, R. Girout, M.S.
S. Almeida & D.F. Fagundes Physical model testing to evaluate erosion quantity and pattern M. Kamalzare &T.F. Zimmie Physical modelling of large dams for seismic performance evaluation N.R.
Kim & S.B. Jo Centrifuge model tests on levees subjected to flooding R.K. Saran & B.V.S. Viswanadham Centrifuge model test of vacuum consolidation on soft clay combined with embankment loading S.
Shiraga, G. Hasegawa, Y. Sawamura & M. Kimura 17. Geohazards Effects of viscosity in granular flows simulated in a centrifugal acceleration field M. Cabrera, P. Kailey, E.T.
Bowman &W.Wu Using pipe deflection to detect sinkhole development E.P. Kearsley, S.W. Jacobsz & H. Louw Model tests to simulate formation and expansion of subsurface cavities R. Kuwano, R.
Sera &Y. Ohara Centrifuge 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. Almeida Effects of earthquake motion on subsurface cavities R.
Sera, M. Ota & R. Kuwano Preliminary study of debris flow impact force on a circular pillar A.L. Yifru, R.N. Pradhan, S. Nordal &V.
Thakur 18. Slopes Centrifuge modelling of earth slopes subjected to change in water content P. Aggarwal, R. Singla &A. Juneja Centrifuge and numerical modelling of static liquefaction of fine sandy slopes A. Askarinejad,W. Zhang, M. de Boorder & J.
van der Zon Modelling of MSW landfill slope failure Y.J. Hou, X.D. Zhang, J.H. Liang, C.H.
Jia, R. Peng & C.Wang Effects of plant removal on slope hydrology and stability V. Kamchoom &A.K. Leung Centrifuge model test on deformation and failure of slopes under wetting-drying cycles F. Luo & G. Zhang Centrifuge model studies of the soil slope under freezing and thawing processes C.
Zhang, Z.Y. Cai, Y.H. Huang & G.M. Xu An experimental and numerical study of pipe behaviour in triggered sandy slope failures W. Zhang, Z.
Gng &A. Askarinejad 19. Ground improvement Investigation of nailed slope behaviour during excavation by N g centrifuge physical model tests A. Akoochakian, M. Moradi &A. Kavand Relative contribution of drainage capacity of stone columns as a countermeasure against liquefaction E. Apostolou, A.J.
Brennan & J.Wehr Observed deformations in geosynthetic-reinforced granular soils subjected to voids T.S. da Silva & M.Z.E.B. Elshafie Analytical design approach for the self-regulating interactive membrane foundation based on centrifuge-model tests and numerical simulations O.
Detert, D. K¿nig &T. Schanz Earthquake-induced liquefaction mitigation under existing buildings using drains S. Garc¿Torres & G.S.P. Madabhushi Deformation behaviour research of an artificial island by centrifuge modelling test X.W.
Gu, Z.Y. Cai, G.M. Xu & G.F. Ren Effect of lateral confining condition of behaviour of confined-reinfor.