Physical modelling in geotechnics : proceedings of the 9th International Conference on Physical Modelling in Geotechnics (ICPMG 2018), July 17-20, 2018, London, United Kingdom.: proceedings of the 9th International Conference on Physical Modelling in Geotechnics (ICPMG 2018), July 17-20, 2018, London, United Kingdom. Volume 1 (2018)

• Record Type: Book
• Further Information: Note: Edited by Andrew McNamara [and five others].
• Editors: McNamara, Andrew
• Other Names: City University (London, England), host institution.; International Conference on Physical Modelling in Geotechnics, 9th
• Contents: VOLUME 1 Keynote and Themed lectures Modelling tunnel behaviour under seismic actions: An integrated approach; E. Bilotta An 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. Bronner Geotechnical modelling for offshore renewables; C. Gaudin, C.D. O’Loughlin & B. Bienen Physical modelling applied to infrastructure development; R.J. Goodey The role of centrifuge modelling in capturing whole-life responses of geotechnical infrastructure to optimise design; S. Gourvenec Development of geotechnical centrifuges and facilities in China; Y.J. Hou Physical modelling of structural and biological soil reinforcement; J.A. Knappett Current and emerging physical modelling technologies; W.A. Take 1. Sample preparation and characterisation Investigation into 3D printing of granular media; O. Adamidis, S. Alber & I. Anastasopoulos Undrained shear strength profile of normally and overconsolidated kaolin clay; A. Arnold, W. Zhang &A. Askarinejad LEAP 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. Madabhushi Centrifuge modelling of Continuous Compaction Control (CCC); B. Caicedo & J. Escobar Shear wave velocity: Comparison between centrifuge and triaxial based measurements; G. Cui, C.M. Heron &A.M. Marshall Development of layered models for geotechnical centrifuge tests; S. Divall, S.E. Stallebrass, R.J. Goodey & E.P. Ritchie The influence of temperature on shear strength at a soil-structure interface; J. Parchment & P. Shepley Development of a 3D clay printer for the preparation of heterogeneous models; L.M. Pua, B. Caicedo, D. Castillo & S. Caro 2. Engineered platforms Centrifuge modelling utility pipe behaviour subject to vehicular loading; S.M. Bayton, T. Elmrom & J.A. Black Experimental model study on traffic loading induced earth pressure reduction using EPS geofoam; T.N. Dave & S.M. Dasaka Physical modelling of roads in expansive clay subjected to wetting-drying cycles; S. Laporte, G.A. Siemens & R.A. Beddoe Scaled physical modelling of ultra-thin continuously reinforced concrete pavement; M.S. Smit, E.P. Kearsley & S.W. Jacobsz The effect of relative stiffness on soil-structure interaction under vehicle loads; M.S. Smit, E.P. Kearsley & S.W. Jacobsz Plate bearing tests for working platforms; G. Tanghetti, R.J. Goodey, A.M. McNamara & H. Halai Geotechnical model tests on bearing capacity of working platforms for mobile construction machines and cranes; R.Worbes & C. Moormann 1g physical modelling of the stoneblowing technique for the improvement of railway track maintenance; A.A. Zaytsev, A.A. Abrashitov &A.A. Sydrakov 3. Physical/Numerical interface and comparisons Millisecond interfacing of physical models with ABAQUS; S. Idinyang, A. Franza, C.M. Heron &A.M. Marshall Verification and validation of two-phase material point method simulation of pore water pressure rise and dissipation in earthquakes; T. Kiriyama, K. Fukutake &Y. Higo Centrifuge and numerical investigations of rotated box structures; T.A. Newson, O.S. Abuhajar & K.J.L. Stone Multibillion particle DEM to simulate centrifuge model tests of geomaterials; D. Nishiura, H. Sakaguchi & S. Yamamoto Trapdoor model test and DEM simulation associated with arching; M. Otsubo, R. Kuwano, U. Ali & H. Ebizuka 4. Scaling Variability 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. Loli Modelling experiments to investigate soil-water retention in geotechnical centrifuge; M. Mirshekari, M. Ghayoomi &A. Borghei Studies on the use of hydraulic gradient similitude method for determining permeability of soils; K.T. Mohan Gowda & B.V.S. Viswanadham A new insight into the behaviour of seepage flow in centrifuge modelling; W. Ovalle-Villamil & I. Sasanakul Applicability of the generalised scaling law to pile-inclined ground system; K. Sawada, K. Ueda & S. Iai Permeability of sand with a methylcellulose solution; T. Tobita 5. Sensors Investigation of an OFDR fibre Bragg system for use in geotechnical scale modelling; R.D. Beemer, M.J. Cassidy & C. Gaudin Free fall cone tests in kaolin clay; A. Bezuijen, D.A. den Hamer, L. Vincke & K. Geirnaert A 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. Manzari Shear wave velocity measurement in a large geotechnical laminar box using bender elements; J. Colletti, A. Tessari, K. Sett, W. Hoffman & J. Coleman Low cost tensiometers for geotechnical applications; S.W. Jacobsz A field model investigating pipeline leak detection using discrete fibre optic sensors; S.I. Jahnke, S.W. Jacobsz & E.P. Kearsley Development of an instrumented model pile; A.B. Lundberg, W. Broere & J. Dijkstra New method for full field measurement of pore water pressures; M. Ottolini, W. Broere & J. Dijkstra Ambient pressure calibration for cone penetrometer test: Necessary?; Y.Wang, Y. Hu & M.S. Hossain 6. Modelling techniques Development of a rainfall simulator in centrifuge using Modified Mariotte’s principle; D. Bhattacherjee & B.V.S. Viswanadham Development of model structural dampers for dynamic centrifuge testing; J. Boksmati, S.P.G. Madabhushi & N.I. Thusyanthan Experimental evaluation of two-stage scaling in physical modelling of soil-foundation-structure systems; A. Borghei & M. Ghayoomi Development of a window laminar strong box; S.C. Chian, C. Qin & Z. Zhang Ground-borne vibrations from piles: Testing within a geotechnical centrifuge; G. Cui, C.M. Heron &A.M. Marshall A new Stockwell mean square frequency methodology for analysing centrifuge data; J. Dafni & J.Wartman Novel experimental device to simulate tsunami loading in a geotechnical centrifuge; M.C. Exton, S. Harry, H.B. Mason, H. Yeh & B.L. Kutter A new apparatus to examine the role of seepage flow on internal instability of model soil; F. Gaber & E.T. Bowman Centrifuge model test on the instability of an excavator descending a slope; T. Hori & S. Tamate Transparent soils turn 25: Past, present, and future; M. Iskander Application of 3D printing technology in geotechnical-physical modelling: Tentative experiment practice; Q. Jiang, L.F. Li, M. Zhang & L.B. Song Scaling 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.
• Edition: 1st
• Publisher Details: Boca Raton : CRC Press
• Publication Date: 2018
• Extent: 1 online resource
• Subjects: 624.151; Environmental geotechnology -- Congresses; Geological modeling -- Congresses
• Languages: English
• ISBNs: 9780429797675; 9780429797682; 9780429797668; 9780429438660
• Related ISBNs: 9781138344198
• Notes: Note: Description based on CIP data; resource not viewed.
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.