| 000 | 11069nam a22004453i 4500 | ||
|---|---|---|---|
| 001 | EBC30733601 | ||
| 003 | MiAaPQ | ||
| 005 | 20240122002152.0 | ||
| 006 | m o d | | ||
| 007 | cr cnu|||||||| | ||
| 008 | 231124s2023 xx o ||||0 eng d | ||
| 020 |
_a9781000992540 _q(electronic bk.) |
||
| 035 | _a(MiAaPQ)EBC30733601 | ||
| 035 | _a(Au-PeEL)EBL30733601 | ||
| 035 | _a(OCoLC)1397571324 | ||
| 040 |
_aMiAaPQ _beng _erda _epn _cMiAaPQ _dMiAaPQ |
||
| 100 | 1 | _aZhussupbekov, Askar. | |
| 245 | 1 | 0 |
_aSmart Geotechnics for Smart Societies : _bProceedings of the 17th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (17th ARC, Astana, Kazakhstan, 14-18 August, 2023). |
| 250 | _a1st ed. | ||
| 264 | 1 |
_aMilton : _bTaylor & Francis Group, _c2023. |
|
| 264 | 4 | _c�2023. | |
| 300 | _a1 online resource (4981 pages) | ||
| 336 |
_atext _btxt _2rdacontent |
||
| 337 |
_acomputer _bc _2rdamedia |
||
| 338 |
_aonline resource _bcr _2rdacarrier |
||
| 505 | 0 | _aIntro -- Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- Preface -- Conference Advisory Boards & -- Committees -- Keynote lectures -- Technological and structural methods of construction of the underground part of unique facilities in St. Peterburg built during the last 10 years -- Undrained instability and fluidization of soft subgrade soils under cyclic rail loading -- Deformation of shield tunnels induced by adjacent construction -- Monitoring of backward erosion piping in river levees using distribution of surface settlement -- Energy geotechnology: A new era for geotechnical engineering practice -- Innovation in dynamic in-situ testing -- Contributions of physical modeling and numerical analysis to seismic behavior of reinforced soil retaining structures -- Temperature and moisture monitoring in pavement and subgrade in Kazakhstan -- Special lectures -- On the landslide hazard and resilience with the impact of climate change in Taiwan -- Geotechnical contribution in Central Asia: Practice and lessons learnt -- Consolidation problem of dredged fill soil for large-scale land reclamation project -- Engineering challenges behind demolition of a highrise structure by delayed detonation techniques at Delhi, India -- Invited lectures -- Study of slope failure in two region: A comparative study between Penang Island Malaysia and North Sumatera Indonesia -- Electrokinetic enhancement of microbial induced calcite precipitation used in improving the shear strength of soft clay -- Geomembrane barrier systems for construction and rehabilitation of embankment dams -- Assessments of dimensionless pile stiffness for embedded piled raft foundations in soft clays under vertical loads -- Numerical modelling of complex geotechnical problems - Three examples -- Creep after surcharge unloading -- Bright Spark Lectures. | |
| 505 | 8 | _aInnovative geotechnical solution for base isolation -- Influence of microscale cohesive contacts on the macro- behaviour of soils through DEM investigation -- Temperature effect to soil ground and structures in transportation engineering -- Thematic lectures -- Behavior and modeling of silt-clay transition soils -- Application of vertical drains and vacuum preloading for stabilising soft ground for transport infrastructure -- Preservation and restoration of monuments: The authenticity principle in geotechnical interventions -- Geomaterials for soil improvement -- Strength ellipses of induced anisotropy for a compacted sandy material -- Consideration of the methods determining a characteristics length of concept model using the new parameter Drmv for volcanic sandy soil -- Y-Y' Calculus: From soil consolidation to other physical sciences -- The use of grading entropy in assessing granular soil hydraulic conductivity -- Preparing CO2 hydrate-bearing sand specimens using dissolved gas and its properties -- Reconstruction of isotropic Cam-clay model based on finite deformation theory -- Critical state parameters for a saturated lateritic clay -- Liquid limit and density of high plastic clays -- Effect of different pore structure in sandy soil on monotonic and cyclic shear behavior -- Progressive formation of concentrated seepage path in gap-graded sand due to suffusion and its influence on permeability change -- Evaluation of density of consolidated clay during desiccation using X-ray CT scanner -- Closed-form solution for the consolidation of unsaturated soils considering semi-permeable boundary -- Direct and indirect methods in determination of water retention curve of residual soils -- Filling missing soil data using machine learning -- Clay soil deformations under regime long-term triaxial compression taking into account initial defects. | |
| 505 | 8 | _aDEM modeling mechanical behaviors of remolded and structured clays under constant stress ratio compression tests -- Statistical analysis based geotechnical characterization of Kathmandu soils -- Minimum dry density in terms of grading entropy coordinates -- Determination of shear and deformation parameters of coarse-grained soils -- Shear wave evolution in granular materials - role of wave oscillation direction -- Influence of initial defects on the strength of clay soil under triaxial compression -- Design aspects of a soil improvement in saturated clay - requirements for the material properties of an innovative composite -- New method of mechanical research of soils and use of it in design practice -- Measurement of field hydraulic conductivity for a Quito soil -- Research of the physical-mechanical properties of soils in a landslide-prone area along the Kugart river basin in the Suzak region -- Development of innovative designs of drainage pipes that increase their stability in difficult geotechnical conditions -- Dangerous geological processes and reasons of the development of landslides. (on the example of the landslides of the Zarafshan oasis, Uzbekistan) -- Semi experimental Thermo-Hydro-Mechanical model for maximum shear modulus of unsaturated soils -- Liquefaction potential in the upper reaches of River Ravi, Pakistan -- The method for determining the designed resistance of soils with considering the theory of soil strength proposed by the authors -- Optimal design scheme and probabilistic analysis of soil-water characteristic -- Determination of elastic-visco-plastic parameters of soils based on the results of torsional shear tests -- Tunnel and swelling analysis of expansive bedrock considering multiphysics between crystal layers -- Investigation of the stability of clay slopes under various types of their loading. | |
| 505 | 8 | _aAcceleration of consolidation of water-saturated loess subsidence massifs during their compaction by deep explosions -- Evaluating the shear strength of agar gum-treated gypseous soil -- Study of geotechnical conditions of the city of Pavlodar -- Typification of engineering and geological conditions of the city territory using GIS -- Comprehensive study of the mutual influence of closely erected foundations of reconstructed buildings -- Water characteristic curve and permeability function of steel slag -- An assessment of transversely isotropic elastic constitutive models for geomaterials -- Feasibility study on the controlled low-strength material using co-firing fly ash from bubbling fluidized bed boiler -- Comparison of design methods for ground improvement by dry concrete columns -- Effect of alkali activated materials in stabilizing sabkha soil -- Plastic materials waste for improvement gypseous soil -- Assessment on the improvement of liquefiable ground by stone-column, micro-pile and densification measures -- Soil stabilization with Basic Oxygen Furnace (BOF) slag -- A laboratory investigation of using enzyme induced calcite precipitation for soil strength improvement -- Stabilization of organic soil with CSA cement -- Experimental and numerical modeling of load settlement behavior of gypseous soils improved by MICP -- Physical and numerical modeling of strip footing on geotextile reinforced foundation beds -- Improvement of soil mechanical properties by biomass-derived chitosan and carboxymethyl cellulose -- Impulse compaction - one of the most economical methods in soil improvement -- Imparting soil water repellency with polymeric microcapsules -- A model test and 3D coupled analysis of vacuum consolidation method using vacuum well -- The application and benefit of pilot test for ground improvement on reclaimed land. | |
| 505 | 8 | _aEvaluation of jet grouting design and construction methods for TBM launching and arrival -- Linear regression to predict the unconfined compressive strength of biopolymer-based soil treatment (BPST) -- A DEM study on the degree of mixture of soil particles stirred by rotation of rods -- Behaviour of randomly distributed fibre reinforced clay -- Stabilization of clay soil using ground granulated blast furnace slag and banana fibres -- A case study of the ground improvement works for the TBM tunneling in composite stratum -- Monitoring-based approach for stability prediction of embankments on port-said clay -- Study on reinforcement of existing retaining walls with small diameter steel pipes -- Effect of incorporating kaolinite geopolymer on some mechanical properties of subgrade soil -- Effects of fly ash on sand behaviour in monotonic triaxial tests -- Prediction of undrained shear strength in soil-cement columns constructed with dry mixing method for Bangkok soft clay -- Pavement design improvement through implementation of processed admixture in subgrade -- Investigation of combined support structures under complex geological conditions -- Investigation on mechanical behavior of MICP cemented sands in undrained cyclic triaxial tests with the CFD-DEM method -- Geotechnical properties and embankment construction of crushed solidified soil -- The technology of strengthening waterlogged foundation soil in the construction of shallow foundations -- Numerical study on stress-strain characteristics of the deep cement mixing column improved soil -- Microcapsules retention behavior in granular materials -- The use of neural networks in the practice of jet-grouting -- Time-dependent settlement behaviour of clayey soil treated with deep cement mixed column. | |
| 505 | 8 | _aThe effect of lime additives on the improvement of swelling soils in geotechnical conditions of Syrian Arab Republic. | |
| 588 | _aDescription based on publisher supplied metadata and other sources. | ||
| 590 | _aElectronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2023. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries. | ||
| 655 | 4 | _aElectronic books. | |
| 700 | 1 | _aSarsembayeva, Assel. | |
| 700 | 1 | _aKaliakin, Victor N. | |
| 776 | 0 | 8 |
_iPrint version: _aZhussupbekov, Askar _tSmart Geotechnics for Smart Societies _dMilton : Taylor & Francis Group,c2023 |
| 797 | 2 | _aProQuest (Firm) | |
| 856 | 4 | 0 |
_uhttps://ebookcentral.proquest.com/lib/bacm-ebooks/detail.action?docID=30733601 _zClick to View |
| 999 |
_c316996 _d316996 |
||