Challenges and Innovations in Geotechnics

Proceedings of the 8th Asian Young Geotechnical Engineers Conference, Astana, Kazakhstan, August 5-7, 2016

AvAskar Zhussupbekov

Inbunden, Engelska, 2016

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Beskrivning

Challenges and Innovations in Geotechnics is a collections of papers presented at the Eighth Asian Young Geotechnical Engineering Conference (8AYGEC, Astana, Kazakhstan, 5-7 August 2016), and covers various aspects the areas of soil mechanics and geotechnical engineering. The book contains special and keynote lectures and contributions on a wide range of topics in geotechnical engineering and construction: (1) Laboratory and Field Testing(2) Foundation and Underground Structure(3) Ground Improvement(4) Earthquake and Environment(5) Numerical and Analytical Modeling(6) Advanced Soil Mechanics(7) Historical SitesChallenges and Innovations in Geotechnics was published under the auspices of the ISSMGE TC-305 ‘Geotechnical Infrastructures for Megacities and New Capitals’, and reflects the present and future state of geotechnical engineering. The book will be extremely useful to geoengineers and researchers in the abovementioned areas.

Produktinformation

Utgivningsdatum:2016-07-26
Mått:174 x 246 x undefined mm
Vikt:760 g
Format:Inbunden
Språk:Engelska
Antal sidor:326
Förlag:Taylor & Francis Ltd
ISBN:9781138030077

Utforska kategorier

Innehållsförteckning

Special LecturersFuture challenges for geotechnical engineers (a more contractor orientated perspective) W. Sondermann & C. KummererReconnaissance in and findings from the 2016 Kumamoto earthquake in Japan I. TowhataKeynote LecturersApplication of geosynthetics in civil engineers projects E.C. Shin, M.K. Jung & J.K. KangProblems of Syrian historical monuments, destroyed by military action: Diagnostics, strengthening and reconstruction T. AwwadGeotechnical and construction considerations of pile foundations in problematical soils A.Zh. Zhussupbekov &A.R. OmarovOn interim results of sand production research in weak sandstone formations in Kazakhstan J.R. Kim & M.H. NguyenLaboratory and field testing (TS1)Centrifuge applications in micropile foundations A. Alnuaim, M.H. El Naggar & H. El NaggarAnalyzing of soil ground to frost heaving of structures Z. Shakhmov, A. Tleubayeva, E. Smagulova, L. Utepbergenova, Y. Togabayev & D. BazarbayevAdvantages of the piles testing methods according to the USA standards A.S. Tulebekova, N.T. Alibekova, I.T. Zhumadilov & G.R. AlipbayevaMeasured temperature and moisture distribution in the subgrade of the “Almaty-Bishkek” highway A. Nugmanova & B. TeltayevResearch of the mechanical properties of soil basis by an equivalent material B. Kaldanova, G. Zhukenova, A.Zh. Zhussupbekov, Y. Muzdybayev, T. Muzdybayeva & B. DosmukhambetovaEvaluation of wind power unit reliability according to the results of field studies on the example of Ereymentau wind power station D.K. Orazova, A.Zh. Zhussupbekov, R.E. Lukpanov & S.B. YenkebayevInfluence of blow energy of the hammer on the bearing capacity of piles during dynamic testing R.E. Lukpanov, D.V. Tsigulyov, S.B. Yenkebayev & D.T. AskarovFoundation and underground structure (TS2)A case study on zoned excavation of a large foundation pit in proximity to existing tunnels Q. Li, Z.H. Xu, J. Li & X.J.WangReliability evaluation of the bearing capacity of a nodular cast-in-place concrete pile K.Watanabe, A. Mitsumori, H. Nishioka & M. KodaComparative analysis of allowable load carrying capacity of laterally loaded piles F.N. Sheikh, A.A. Gill, T. Masood & M. IrfanMid-tunnel underground docking of tunnel boring machines in Singapore G.T. SenthilnathReliability analysis of pile driving formula for concrete driven piles in stiff soil layer: Case study in Chiang Mai province S. Thongmunee &A. ThongchaiTwo-lane vehicle underpass using pipe roof method at Sentosa Gateway Tunnel S.C. Teo, T.G. Ng, I. Yogarajah, K.X.Woon & H.P. DangAnalysis of pile foundation behavior on modern and ancient clay bases A.B. Ponomaryov & E.N. SychkinaStress strain behaviour of urban road with underground communication structure K. Tileu & B. TeltayevDevelopment of a reinforced concrete foundation system for renewable energy storage using compressed air technology A. Sabirova, D. Zhang, J. Kim, M. Nguyen & C.-S. ShonProspects of using an innovative crushed stone (lightweight, solid, heat-insulating) and an aggregate for concrete structures as well as in the building process of the underground part A. MontayevaThe analysis of the piling tests on construction site “The future of the free country” A.R. Omarov, A.Zh. Zhussupbekov, A.D. Tulegulov, G.A. Zhukenova & G.K. TanyrbergenovaThe pile anchor base with use of the extending mixes G.G. Kamshibaev, L.V. Gorshkova & K.T. SakanovGround improvement (TS3)Role of considering non-constant soil thermal parameters in the simulation of geothermal heat storage systems in the vadose zone T. Ba¸ser, Y. Dong, N. Lu & J.S. McCartneyStrengthening of pile foundation under dynamic loads by high-pressure injection M.L. Nuzhdin & L.V. NuzhdinNew designs of the combined tape bases providing fuller use of the bearing ability of the basis T.A. Krakhmal’ny, S.I. Evtushenko & M.P. Krakhmal’nayaProperties of collapsible soil—a case study A. Zhakulina, Y. Akhmetov, A. Akhmetov &A. ZhakulinImprovement of soft soil characteristics through application of dry concrete mix pillars T. TrondaLaboratory modeling of soil dam reinforced by geosynthetic material R.E. LukpanovEstimation of liquefaction potential: A case study in San Francisco, California A. Mussa, E. Satekenova, D. Zhang, S. Thiyyakkandi & J.R. KimEarthquake and environment (TS4)Seismic bearing capacity of footings in c-φ soil by using a non-associated flow rule D. ChakrabortyApplication of local bentonite as buffer and backfill material in low-level radioactive waste disposal facility F. TengGeotechnical approaches on the seismic risk assessment for architectural heritages at historical sites using field and centrifuge tests H.-J. Park & D.-S. KimLiquefaction susceptibility analysis based on SPT and microtremor N. Shrestha & S.K. JhaFoundations on artificial bases stabilized by Vertical Armo-Elements (VAE) with a seismic-protective damping layer Z.A. Khasanov, A.Z. Khasanov & I.I. UsmankhodjaevMonitoring and protection of the foundations of buildings of dangerous production plants on seasonally heaving ground S.A. Kudryavtsev, V.V. Kogay, A.A. Moldazhanova, I.V. Shestakov &A.V. KazharzkiiHazardous geological processes in the Northern Sikhote-Alin S. Kvashuk, P. Iazvenko &V. IazvenkoNumerical and analytical modeling (TS5)Three-dimensional finite element analysis for stabilizing piles used in homogeneous slopes I.-H. HoNumerical simulation for the estimation the jacking force in pipe jacking J. Yen & K. ShouApplication of 3-D static analysis program for residual deformation due to liquefaction Y. Tadano, H. Uno &A. TateishiEvaluation of damage morphology in three-hinge precast arch culvert based on shaking table tests and numerical analyses Y. Sawamura, K. Kishida, M. Kimura & H. IshiharaNumerical study on electrical resistivity tomography for prediction of anomaly in mechanized tunnelling job-sites K.-H. Lee & I.-M. LeeAnalysis of efficiency of fiber reinforced sand as a backfill of retaining walls A.S. Grishina &A.B. PonomaryovMathematical modeling of massif state around the mountain road slopes and highland pit S.Zh. Kuvakov, K.Ch. Kozhogulov & G.Dz. KabaevaFinite element analysis of deep excavation: A case study of underground parking underneath Russel Square, London K. Bekish, A. Ulykbanov, T. Mukashev, Y. Serik, M. Nguyen & J. KimAnalysis of excavation-induced ground movements in urban areas C. HungComparison analysis of features in Eurocode and Kazakhstan norms requirements A.Zh. Zhussupbekov, A.S. Tulebekova, R. Lukpanov & I.T. ZhumadilovStabilization of strain mound road to partially thawing permafrost base using geocells N.V. Kushnareva, D.O. Grigoriev & S.A. KudryavtsevAdvanced soil mechanics (TS6)Long-term durability of soil-bentonite cutoff walls used for containment of ground contamination A. Takai, T. Katsumi, T. Inui, M. Kamon & S. ArakiStrength and deformation characteristics of sand-geosynthetic interfaces through digital image analysis P. Vangla & M.L. GaliAnalysis of stress-strain state of anisotropic soil basement L.V. Nuzhdin & K.V. PavlyukThe use of express method for determining the modulus of deformation of fill soil A.B. Ponomaryov & S.A. SazonovaExperimental research of deformed state of uniform soil massif depending on the step of barretts K.Y. Stepanischev, P.V. Buryak, D.A. Vnukov & F.F. ZekhnievEstimation of railway ballast and subballast bearing capacity in terms of 300 kN axle load train operation A.F. Kolos &A.A. KononHistorical sites (TS7)The rehabilitation of historic buildings—case study Al-Thakana Al-Hamidieh in Syria L. Awwad, N. Rahme &T. AwwadEngineering-geological conditions and analysis of deformation of historical monuments in Kazakhstan A.Z. Issina, S.Sh. Sadykova, Zh.S. Bisenova &A.S. TemirovaStrengthening of hydraulic structures on undermined territories A.K. Aldungarova, M.K. Kuderin &V.A. Kozionov

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