Title:
Advances in transportation geotechnics II : proceedings of the 2nd International Conference on Transportation Geotechnics (2nd ICTG), Hokkaido, Japan, 10-12 September 2012
Publication Information:
Leiden, The Netherlands : CRC Press, 2012
Physical Description:
xxi, 193 p. : ill., maps, ports ; 25 cm.
ISBN:
9780415621359
Added Author:
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Library | Item Barcode | Call Number | Material Type | Item Category 1 | Status |
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Summary
Summary
Advances in Transportation Geotechnics II deals with the geotechnics of roads, railways and airfields. Providing economic and sustainable transportation infrastructures for societies is highly dependent on progress made in this field. These contributions to the 2nd International Conference on Transportation Geotechnics (Hokkaido, Japan, 10-12 September 2012), held under the auspices of the International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE), cover a broad range of technical topics, including those addressed by the first conference held in Nottingham, UK in 2008.nbsp;
Advances in Transportation Geotechnics II contains a total of 138 reviewed papers from 29 countries in addition to 5 invited papers prepared by distinguished keynote lecturers, and addresses the following themes:nbsp;
nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp; - Geotechnics of pavements, railway tracks and airfields;
nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp; - Geomaterial, including non-traditional materials;
nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp; - Asphalt mixtures and hydraulically-bound materials;
nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp; - Earthworks for transportation facilities;
nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp; - Application of geosynthetics;
nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp; - Laboratory testing and in-situ testing;
nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp; - Modeling and numerical simulations;
nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp; - Design, construction and maintenance;
nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp; - Performance evaluation and quality control;
nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp; - Sustainability of management and rehabilitation;
nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp;nbsp; - Risk assessment and environmental issues.nbsp;
Advances in Transportation Geotechnics II will be of interest to professionals and academics involved in geotechnical and pavement engineering of roads, railways and airfields.nbsp;
Table of Contents
| Preface |
| Welcome address |
| Organizing and advisory committees |
| Reviewers |
| 1 Invited lectures |
| 1.1 Special lecture |
| Trends and challenges in earthworks for transportation infrastructuresA.G. Correia and J.-P. Magnan |
| Mechanical behavior and earthquake-induced failures of volcanic soils in JapanS. Miura |
| 1.2 Keynote lecture |
| Bituminous mixtures: From thermo-mechanical properties of components to structure calculationH. di Benedetto |
| Soil suction measurements in highway subgradesD.G. Fredlund and Q. Nguyen |
| Performance evaluation of shock mats and synthetic grids in the improvement of rail ballastB. Indraratna and S. Nimbalkar and C. Rujikiatkamjorn |
| GRS structures recently developed and constructed for railways and roads in JapanF. Tatsuoka and M. Tateyama and J. Koseki |
| Sustainable pavement construction utilizing engineered unbound aggregate layersE. Tutumluer |
| 2 Geotechnics for pavement, rail track and airfield |
| 2.1 Pavement |
| Characterization of highly compressible marine clay for road foundationG.W. Chai and N. Mosavat and E.Y. Oh and Y.C. Loo |
| Evaluation of the mechanical characteristics of recycled base layers produced by Full Depth Reclamation (FDR)J. Depatie and J.-P. Bilodeau and G. Doré |
| Effects of lime content and amelioration period in double lime application on the strength of lime treated expansive sub-grade soilsC. Gallage and M. Cochrane and J. Ramanujam |
| The use of recycled crushed concrete as a road base materialJ.N. Greitschus |
| Analysis of traffic-load-induced permanent settlement of highway embankment on soft clay groundM. Huang and Z. Yao |
| Effects of freeze-thawing on mechanical behavior of granular base in cold regionsT. Ishikawa and S. Kawabata and S. Kameyama and R. Abe and T. Ono |
| Characterization of hydrated cement treated crushed rock base as a road base material in Western Australia using disturbed state conceptP. Khobklang and V. Vimonsatit and P. Jitsangiam and H. Nikraz |
| Role of resilient modulus constitutive models on response of pavementsM. Mazari and E. Navarro and I. Abdallah and S. Nazarian |
| A prediction method of plastic deformation development of subbase and subgrade in concrete pavementT. Nishizawa |
| Thick-layer construction using sandy soil as material and embankment performance evaluation: Assessment of rolling compaction test resultsT. Sakaiya and T. Kuwahara and H. Takei and K. Umetsu |
| Effects of the environment-conscious pavements in Fukuoka University and its verificationK. Sato |
| Study of suction in unsaturated soils applied to pavement mechanicsB.A. Silva and L.M.G. Motta |
| Cracking and flexural behaviors on cement treated crushed rock for thin flexible pavementK. Siripun and P. Jitsangiam and H. Nikraz and C. Leek |
| Jet grouting deformability modulus prediction using data mining toolsJ. Tinoco and A.G. Correia and P. Cortez |
| Full-scale accelerated loading test for load distribution on subgrade due to CFA stabilized baseK. Tomisawa and T. Endoh and H. Godenki and T. Okabe and T. Kanai |
| Failure on a roadside dip slope with partial anchorage systemH. Wang and J.-J. Hung |
| 2.2 Rail track |
| Establishing linkages between ballast degradation and imaging based aggregate particle shape, texture and angularity indicesH. Boler and M. Wnek and E. Tutumluer |
| Laboratory tests on a ballasted rail track reinforced by geosyntheticsL. Briançon and C. Cojean and N. Calon and S.C. d'Aguiar and A. Robinet |
| Evaluation of a linear elastic 3D FEM to simulate rail track response under a high-speed trainJ. Cunha and A.G. Correia |
| Improvement of rail track subgrade using stone columns combined with geosyntheticsB. Fatahi and H. Khabbaz and T.M. Le |
| Seismic damage assessment of an airport runway based on non-linear FEM analysis with special reference to crack occurrenceY. Hata and K. Ichii and A. Nozu |
| Influence of moisture content on cyclic plastic deformation characteristics of recycled crusher-run material under moving wheel loadsA. Inam and T. Ishikawa and S. Miura |
| Development of integrated RC roadbed for slab track on clay subgradeY. Momoya and T. Takahashi and O. Maruyama and E. Sekine |
| Effect of ground properties and embankment height on the embankment failure behavior during earthquakeM. Ohki and M. Seki and T. Sakai and M. Nakano |
| Railroad foundations-verifications and analysis of the dynamic stabilityM. Raithel and E. Leusink |
| Design method for railway bases reinforced with geogridP. Rimoldi |
| Evaluation of train running stability on slab track with vibration exciterM. Shinoda and H. Sakamoto and N. Misaki and Y. Sakamoto |
| Modelling and application of polyurethane geocomposites for high-speed ballasted railway tracks including transition zone dynamicsP.K. Woodward and A. Kacimi and O. Laghrouche and G. Medero |
| Study on the settlement characteristics and reinforcement technology of unsaturated soil ground of high-speed railwayL. Wu and G. Jiang |
| 2.3 Airfield |
| Development of high durable grout for airport prestressed concrete pavementN. Kawamura and R. Maekawa and K. Morohashi and A. Shiji and K. Kamitani |
| Determination method of ground model for reclaimed land with dredged clay and evaluation by settlement record of Kita-Kyushu AirportH. Yoshida and H. Kume and S. Yamamoto and M. Katagiri and T. Yoshifuku and K. Ohishi and M. Terashi |
| 3 Geomaterial, including nontraditional materials |
| Performance assessment of clay soil stabilized with recycled gypsum based on SEM and XRDA. Ahmed and M. Kobayashi and K. Ugai |
| Blended recycled clay masonry and crushed concrete aggregate in basesA.H. Azam and D.A. Cameron and M.M. Rahman |
| Evaluation of non-traditional stabilizers with silty-clay desert soilA. Bayat and O. Farzaneh |
| Mechanical characteristics of hydrated cement treated crushed rock base for Western Australian road baseS. Chummuneerat and P. Jitsangiam and H. Nikraz |
| Study on effect of mixing condition on strength of mixture of dredged soil and steel slagS. Hirai and T. Mizutani and Y. Kikuchi and S. Nakashima and K. Iguchi |
| Mechanical characteristics of foamed bitumen mixtures in Western AustraliaY. Huan and P. Jitsangiam and H. Nikraz and R. Grant |
| Recycled concrete aggregate as a base course material in Western Australian roadP. Jitsangiam and K. Siripun and H. Nikraz and C. Leek |
| A method for accelerating the solidification of granulated blast furnace slagY. Kikuchi and T. Mizutani and S. Oka and K. Nakashima |
| Improvement of swelling-collapsible behaviors of silty clay by calcium carbide residueA. Kumpala and S. Horpibulsuk and J. Suebsuk |
| Effects of compaction condition on seismic performance of dike embankment and its evaluationS. Matsumura and S. Miura and S. Yokohama |
| Experimental study on deformation characteristics of granular materials made from recycled glass bottles under traffic loadingT. Mikami and J. Koseki and T. Sato |
| Dynamic centrifuge model tests on quay wall backfilled with granular treated soilY. Morikawa and H. Takahashi and K. Hayano and Y. Okusa |
| Characterization of gold mine tailings for utilization in development of the rural infrastructureF.K. Mutabazi and P.M. Bujulu |
| Mechanical characteristics of composite geomaterial mixed with lightweight granular materialK. Yamanaka and K. Minegishi |
| Change in mechanical characteristics of embankment material by compaction control and its evaluationS. Yokohama and S. Miura and S. Matsumura |
| 4 Asphalt mixtures and hydraulically-bound materials |
| Influences of in situ HMA compaction on its performancesY. Hachiya and K. Kitaochi and T. Watanabe |
| Characterization of emulsion bitumen stabilized aggregate baseM. Moaveni and I. Abuawad and K. Hasiba and D. Zhang and E. Tutumluer |
| Effects of mineral fillers on rheological properties of asphalt bindersA.D. Mwanza and P. Hao and H. Hui |
| Behaviour of asphalt mixture under large amplitude cyclic loadingQ.T. Nguyen and H. Di Benedetto and C. Sauzéat |
| Effect of water on the strength of bituminous mixes with waste concrete aggregatesM.A. Sobhan and S.A. Mofiz and T. Humyra and M.R. Awall |
| New X-ray CT evaluation method of engineering characteristics of asphalt mixtureS. Taniguchi and I. Nishizaki and K. Ogawa and J. Otani |
| A study of developing new tests to evaluate compaction property and deformation resistance for slipform paving concreteS. Yokota and T. Sato and R. Kamishita and K. Nakamura and O. Kamada and Y. Sakamoto |
| Interpretation and application of repeated torsional shear test on asphalt mixturesN. Yoshida and A. Fuke and T. Uehara and K. Adachi |
| 5 Earthworks for transportation facilities |
| A study on the structural assessment of pavement damaged by the Tohoku Earthquake and liquefaction and causes of the damagesN. Abe |
| A study on increased layer thickness for embankment construction using ordinary compaction machineryT. Adachi and S. Nishimoto and A. Satoh |
| Influence of the drainage in the reinforced soil wall during seepage flowM. Kobayashi and K. Miura and T. Konami |
| The effect of dry unit weight, suction, and imparted energy on the modulus of a compacted mixture of sand and kaolinC. Rujikiatkamjorn and A. Heitor and B. Indraratna |
| Proposal of control criteria for embankment compaction in HokkaidoA. Sato and S. Nishimoto and T. Suzuki |
| Numerical study on dynamic interaction between embankment and consecutive culvertsY. Sawamura and K. Kishida and M. Kimura |
| Relationship between compaction equipment and compaction resultsM. Yamada and S. Nishimoto and A. Sato |
| 6 Application of geosynthetics |
| Monitoring and predicting the seismic behaviors of geosynthetic reinforced soil retaining structuresS.J. Chao and A. Cheng and C.Y. Chan and J.R. Chang |
| Effects of subbase geogrid reinforcement on residual deformation characteristics of asphalt pavementD. Hirakawa and Y. Miyata |
| Performance of a Bearing Reinforcement Earth (BRE) wall and its numerical simulationS. Horpibulsuk and C. Suksiripattanapong and A. Chinkulkijniwat and T. Tangsutthinon and W. Bunyakiat |
| Rural road maintenance using geotextile available in developing countriesM. Kimura and Y. Fukubayashi |
| Effectiveness of geotextiles in unsurfaced pavements over weak subgrade evaluated from accelerated field testingD. Mishra and E. Tutumluer |
| Effect of geosynthetic drainage layers on the recovery rate of pavement surface modulusC. Savoie and G. Doré and J.-P. Bilodeau and J. Fachon |
| Seismic performance of geotextile reinforced soil wall with double facing system 101S. Tsuji and N. Tatta and Z. Wang and T. Kubo and K. Arai |
| 7 Laboratory testing and in-situ testing |
| Solidification of dredged marine clay under varied mix conditions:A laboratory study 105 and C.-M. Chan and Y. Kikuchi and T. Mizutani |
| The influence of moisture on the detection of de-bonding in asphalt pavements using Ground Penetrating Radar (GPR)R.D. Evans and M. Rahman |
| Improving the use of unbound granular materials in railway sub-ballast layerE. Fortunato and A. Paixão and S. Fontul |
| Measurement of the deformation behavior of asphalt mixture by using a high-speed cameraY. Hisari and S. Yokota and K. Takehara |
| Development of medium-size triaxial apparatus for unsaturated granular base course materialsT. Ishikawa and Y. Zhang and H. Segawa and S. Miura and T. Tokoro |
| Characterization of polymer modified asphalt for rutting and cracking potential using dynamic shear rheometerM.A. Javid and M.W. Mirza |
| Full scale model tests on slab track constructed on embankmentH. Jiang and X. Bian and Y. Chen and J. Jiang |
| Shakedown behavior of unbound granular material under repeated portable FWD loadingM. Kamiura |
| Surface free energy components of aggregates from contact angle measurements using Sessile Drop methodM. Koc and R. Bulut |
| Influence of reclaimed materials on base course qualityK. Kubo and M. Itani and S. Horiuchi |
| Fundamental study on the simple evaluation methods for particle size distribution and maximum/minimum void ratio of sand-gravel mixturesG.H.A.J.J. Kumara and K. Hayano and K. Ogiwara and M. Takeuchi |
| In-situ measurement of damping ratio spectra from the inversion of phase velocities of P and S waves in cross-hole seismic testingC.G. Lai and A.G. Özcebe |
| A study on cyclic triaxial test method for coarse granular materialsS.J. Lee and I.W. Lee and S.H. Lee and J.W. Lee and S.H. Lee |
| Large-scale triaxial tests of dense gravel material at low confining pressureS. Lenart and J. Koseki and T. Sato and Y. Miyashita and H.V. Thang |
| Characteristics of in-situ dynamic stresses of pavement subgrade under portable falling weight deflectometer testG.L.M. Leung and Y.H. Wang and A.W.G. Wong |
| Accumulation of excess pore water pressure and post-cyclic settlement of saturated soft clay subjected to multi-directional cyclic simple shearH. Matsuda and T.T. Nhan and R. Ishikura and A.P. Hendrawan |
| Determination of air-entry value for different compacted unsaturated soilT. Nishimura and J. Koseki and H. Rahardjo |
| Experimental study on responses of saturated clay to traffic loadingJ.G. Qian and S.B. Guo and M.S. Huang and J.F. Zhang |
| Influence of underground structures on cavity formation due to various conditions of water flowM. Sato and R. Kuwano |
| Geotechnical behavior of cement treated soils from southern coast line of Caspian SeaP. Sedighi and A. Eslami |
| An innovative approach for continuous measurement of cemented sand stiffness immediately after layer compactionJ. Silva and M. Azenha and A.G. Correia |
| A study on the design of highway bridge pile foundations in volcanic ash groundK. Tomisawa and T. Egawa and S. Miura |
| The case studies of damage investigation of the 2011 East Japan earthquake disaster using the vehicle for exploring under roads by GPRY. Yamashita and A. Matsuyama and H. Murakami |
| Intact soft clay responses to cyclic principal stress rotation in undrained conditionJ. Zhou and J. Yan and Y. Cao and X. Gong |
| Challenges for transportation geotechnics in extreme climates of Kazakhstan and KoreaA. Zhussupbekov and Zh. Shakhmov and E.C. Shin and S. Krasnikov |
| 8 Modeling and numerical simulations |
| Discrete element modeling of asphalt mixtureW. Cai and G.R. McDowell and A.C. Collop and G.D. Airey |
| Investigating geogrid-reinforced ballast using laboratory pull-out tests and discrete element modellingC. Chen and G.R. McDowell and N.H. Thom |
| Numerical modeling of soil-mixing columns used for railway subgrade reinforcementS.C. D'Aguiar and M. Diagne and N. Calon |
| Modelling cemented sand using DEMJ.P. de Bono and G.R. McDowell and D. Wanatowski |
| Modelling of sand behavior in drained cyclic shearL.I.N. De Silva and J. Koseki |
| Innovative sleeper design analysis using DEMJ.-F. Ferellec and G.R. McDowell |
| Influence of the soil properties variability on the railway track response under moving loadV.A. Fernandes and S.C. D'Aguiar and F. Lopez-Caballero |
| Comparison between a 3-D finite element pavement model and the mechanistic-empirical pavement design guide for asphalt pavementsS. Im and H. Ban and Y.-R. Kim and S.-W. Park |
| Centrifuge modelling of an embankment stabilised with discretely spaced reinforced concrete pilesT.J. Kelly and J.A. Knappett and R. Müller |
| 3D-DEM simulation for shaking table test of ballasted test trackA. Kono and T. Matsushima |
| Performance analysis of EPS test embankmentL. Korkiala-Tanttu and M. Juvankoski and H. Kivikoski |
| Dynamic response for critical velocity effect depending on track supporting stiffnessI.W. Lee and S.J. Lee and S.H. Lee |
| Numerical analysis of settlements at bridge approachesM.S. Nam and J.-H. Jung |
| The use of geotechnical instrumentation and finite element analysis for assessment of bridge foundation stability due to breccia resliding over clayshaleP.P. Rahardjo and Y. Halim and H. Wisanto |
| Shear strain development and pore pressure distribution in sandy model slope under repeated rainfallK. Sasahara and N. Sakai |
| Physical model of surcharge loading to the intersecting ridge between two slopesS. Thay and S. Kitakata and T. Pipatpongsa and A. Takahashi |
| On 1G slope failure model tests due to rainfalls: Difference of failure patterns due to difference of densities of a subsurface sand layerN. Tokoro and K. Tanikawa and H. Saito and Y. Kohgo and T. Hori |
| Effect of deformed wick drain in soft ground improvement for embankments in VietnamH.-H. Tran-Nguyen and H.H. Ha |
| Shaking table test and effective stress analysis of bridge pile foundation with seismic isolation rubber in liquefied groundK. Uno and M. Mitou and H. Otsuka |
| 9 Design, construction and maintenance |
| A study on materials and environmental conditions for mechanistic-empirical design method of asphalt pavement in cold snowy regionsR. Abe and M. Kumagai and K. Maruyama |
| Limerick Tunnel approach roads-geotechnical design & performance of bridge transitionsF.J. Buggy |
| Design loads on railway substructure-comparative parametric investigation on the influence of fastening stiffness (European and Japanese)K. Giannakos |
| Proposal of maintenance options to meet the pavement failure characteristics in BangladeshM.R. Islam and K. Hayano |
| The dynamic analysis to human-vehicle-road system for bump at the end of bridgeJ.-H. Jung and M.S. Nam |
| Design and construction of deep excavation engineering adjacent to the subway tunnel in Shanghai soft soilJ. Li and W. Wang and K. Tan |
| Railway track stiffness measurements at bridge transition zonesH. Luomala and A. Nurmikolu |
| Quality assessment of high water content embankment slope based on compaction energyS. Manandhar and N. Yasufuku and T. Kobayashi and M. Taniyama |
| Effect of traffic overloading and stiffness of unbound aggregates on pavement performanceA. Shafeeq and Y. Kohata and Y. Takeuchi |
| A conceptual model for reliability analysis of pavement foundationsA. Teixeira and A.G. Correia and A. Gaspar and A.A. Henriques and Y. Honjo |
| Transportation infrastructure on soft sensitive clays: Some essential aspects and examplesV. Thakur and F. Oset and S.A. Degago and R. Aabøe and A. Watn |
| 10 Performance evaluation and quality control |
| Permanent strain testing of recycled concrete aggregate for evaluation of unbound basesD.A. Cameron and A.R. Gabr |
| Performance of the double layered D-mix pavementE. Hirotsu |
| A study on repair design method of porous asphalt for the Japanese motorwaysK. Kamiya and T. Kazato |
| Trafficability during thaw on minor roads in FinlandS. Saarelainen and H. Gustavsson |
| 11 Sustainability of management and rehabilitation |
| Pavement maintenance management on the Hanshin Expressway networkA. Higatani and K. Sasaki and N. Hamada and Y. Hisari |
| Analytical redesign potential of flexible pavements utilizing the in-situ characteristics of unbound materialsA. Loizos and C. Plati and V. Papavasiliou |
| Study on inspection method for railway existing retaining walls using vibration testingS. Nakajima and M. Shinoda and K. Abe and T. Mai and T. Ehara |
| D-runway construction in Tokyo Haneda Airport-Hybrid structure of piled pier and reclamation fillY. Watabe and T. Noguchi |
| 12 Risk assessment and environmental issues |
| Soil liquefaction vulnerability mapping due to seismic activity using geo-statistics, GIS and geotechnical dataB. Md. Habibullah and J. Kuwano and S. Tachibana and S. Yamaoka |
| Evaluation of soil liquefaction potential along Tabriz Metro Line 2 based on Idriss-Boulanger and Japanese Highway Bridges methodsE.A. Kaljahi and M. Babazadeh |
| Stability evaluation of soft cliff subjected to wave erosionS. Kawamura and S. Miura |
| Rainfall characteristics inducing shallow failure on road slope in KoreaK.S. Kim and C.K. Chung |
| Modeling of transportation and leaching behaviour of contaminants in stabilized tailingsR.P. Mapinduzi and P.M. Bujulu and W. Mwegoha |
| Internal erosion in dikes alongside roads and railwaysJ. Monnet and O. Plé and D.M. Nguyen |
| Mineral barriers against natural contamination from excavated rocksA. Naka and T. Katsumi and G. Flores and T. Inui and A. Takai and T. Ohta |
| An appropriate stress test to estimate the long term performances of high speed rail structuresM. Preteseille and P. Hornych and T. Lenoir |
| Analysis of ground loosening behaviour in expansion of underground cavities: Laboratory experiments in sandy soilI.H.S. Renuka and R. Kuwano and T. Sato |
| Author index |
