Smart Geotechnics for Smart Societies : Proceedings of the 17th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (17th ARC, Astana, Kazakhstan, 14-18 August, 2023).
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Other Authors: | , |
Format: | eBook |
Language: | English |
Published: |
Milton :
Taylor & Francis Group,
2023.
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Edition: | 1st ed. |
Subjects: | |
Online Access: | Click to View |
Table of Contents:
- Intro
- 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.
- Innovative 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.
- DEM 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.
- Acceleration 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.
- Evaluation 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.
- The effect of lime additives on the improvement of swelling soils in geotechnical conditions of Syrian Arab Republic.