
Geotechnics Fundamentals and Applications in Construction
New Materials, Structures, Technologies and Calculations
- 466 pages
- English
- PDF
- Available on iOS & Android
Geotechnics Fundamentals and Applications in Construction
New Materials, Structures, Technologies and Calculations
About this book
Geotechnical Fundamentals and Applications in Construction. New Materials, Structures, Technologies and Calculations contains the papers presented at the International Conference on Geotechnical Fundamentals and Applications in Construction. New Materials, Structures, Technologies and Calculations (GFAC 2019, Saint Petersburg, Russia, 6-8 February 2019). The contributions present the latest research findings, developments, and applications in the areas of geotechnics, soil mechanics, foundations, geological engineering and share experiences in the design of complex geotechnical objects, and are grouped in 8 sections:
• Analytical decisions and numerical modeling for foundations;
• Design and construction in geologically hazardous conditions;
• Methods for surveying the features of dispersed, rocky soils and structurally unstable soils;
• Exploration, territory improvement and reconstruction in conditions of compact urban planning and enterprises, etc.;
• Construction, reconstruction and exploitation of infrastructure facilities in different soil conditions;
• R&D support and quality control of new materials, design and technology solutions in constructing bases, foundations, underground and surface constructions;
• Condition survey and accident evolution analysis in construction;
• Up-to-date monitoring techniques in building construction and exploitation.
Geotechnical Fundamentals and Applications in Construction. New Materials, Structures, Technologies and Calculations collects the state-of-the-art in geotechnology and construction, and will be of interest to academia and professionals in geotechnics, soil mechanics, foundation engineering and geological engineering.
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Information
Table of contents
- Cover
- Half Title
- Title Page
- Copyright Page
- Table of contents
- Preface
- Committees
- Sponsors
- Test simulation of controlled compensation grouting
- Model tasks for management of process of sibsidence of earth’s surface
- Surcharge preloading as a method for engineering reservoir foundations in silty soils
- Correlation between wave analysis data and data of plate load tests in various soils
- Reconstruction and methods to protect stone buildings of the early 19th century
- Soil constitutive model effect on the distribution of pile axial load-parametric study
- An extended model of impedance functions of monopile-supported offshore wind turbines incorporating soil-structure interaction effect
- Design peculiarities of foundation structures in permafrost and seismically active areas
- Geotechnical aspect of load-bearing analysis of explosively driven pile foundation soil
- Experimental estimate of instantaneous adfreeze strength of glass-fibre reinforced plastic in frozen soil
- Predicting air quality in underground structures
- Setting soil strength parameters for slope stability calculations
- Development of analytical methods to determine swelling and shrinkage of clay soils
- Disadvantages of standards for construction on collapsible soils
- Efficient use of sand cushions
- Numerical studies on horizontally loaded bored piles
- Assessment of operation of fiber-reinforced soil located behind retaining wall
- Geo-Base Isolation with geogrid reinforcement for buildings
- Stabilization of permafrost soils at base of road fill
- Authenticity of soils and foundation of Bayon temple in Angkor Thom and restoration of retaining structures in Angkor
- Characteristics of ultrafine permeation grouting for foundation soil of Northern River Terminal in Moscow
- Basic relationships between statics and dynamics in reinforced shell roofs of underground and aboveground structures and methods of their calculation
- Advanced composite-based structural design solutions
- Composite-based shell and soil reinforcement designs for bank protection structures
- Construction of foundations using chrysotile cement pipes
- Influence of concrete strength evaluation method accuracy on reliability levels of geotechnical structures
- Analytical study of effect of compensatory layer installed in contact zone of foundation slab
- Construction embankment of automobile road on pile foundation in weak soil
- Impact of artificial footing in pile-adjacent zone on operation of laterally-loaded single pile foundation
- Concerning the dynamic load impact on development of landslide processes
- Hardening of clay soil under compression
- Experimental studies of soil base deformations under the model of flexible bottom of steel vertical tanks
- Stability of slopes under exposure to soil wetting
- Antimudflow protection with rigid thorough structures
- Features of calculating gravity retaining wall without assumption of base soil liquefaction
- Features of calculating stability of retaining wall with significant horizontal load on base soil
- Changes in physical and mechanical characteristics of soil under triaxial loading
- Influence of a deep construction pit on a technical condition of surrounding buildings
- Floor construction in basements during reconstruction of buildings in peaty territories
- Prediction of settlement of buildings surrounding deep excavations in Viet Nam
- On criterion for considering dynamic soil-structure interaction effects
- Specifics of engineering support for installation of bored piles in cluttered urban settings
- Specifics of engineering design of piled raft foundations in soft soils
- Comprehensive bearing capacity analysis of permafrost railroad leading to Tank-Car filling rack
- Geotechnical and geoecological fundamentals of sustainable life cycle of unique long-operated underground structures of water disposal systems in difficult soil conditions (the experience of St. Petersburg)
- Soil base reinforcement with rigid elements represented by built-in-place piles in rolled-out wells (practical experience)
- Simulation of strain-stress behavior of tunnel collectors in conditions of combined anthropogenic effects
- Simulation of unsteady interaction of large RC shell with heterogeneous soil milieu for gradually increasing caisson structure
- Geotechnical problems of transport construction and their solutions
- Operating peculiarities of reinforced concrete structures in intense cold and freeze-thaw temperature
- Analytical method for calculating the bearing capacity of injection piles in clayey soil
- Influence of stiffness of separating wall between foundations of closely-spaced buildings on their settlements
- Parameters determining differences between geometric and mechanical properties of spiral elements in rope, affecting development of emergency situations
- Rationale for method of settlement calculation for multiple blade helical piles in clayey ground
- Use of marl as ground base for embankments
- Calculation and geotechnical monitoring of buildings on strip-membrane foundations
- Changes in soil properties at unloading of base of deep foundation pit
- “Normal” bored injection pile with increased bearing capacity
- Real-time vibration monitoring
- Computational method for soil frost heaving characteristics determination
- Determination of settlement in drill-injection pile with controlled broadening
- Settlements in foundations of existing buildings during construction of trench diaphragm wall
- Selecting moisture protection methods for subsurface parts of buildings
- Analysis of causes of deformations in historic buildings on weak clay soils
- Analyzing efficiency of two-layer foundations for a power transmission line portal based on a numerical experiment
- Stress-strain state of elastic base under circular foundation
- Methods and technology of ensuring stability of landslide slope using soil anchors
- Selecting type of bored piles with increased values of bearing capacity
- Experimental studies of soil compaction effect on pile operation
- Assessing the state of buildings’ foundations and residual lide of their bearing capacity
- Estimating efficiency of composite reinforcment applications in foundations of low-rise buildings
- Experimental studies of settlement and bearing capacity of piles in argillite-like clays and sandstone
- Forecast bearing capacity of soil cushions with variable reinforcement spacing
- Vibration driving of an incompressible pile into a two-layered foundation
- Restoration engineering of historic structures: Case study of building 12 on New Holland Island in Saint-Petersburg
- Effective stiffness for modeling reinforced concrete structures in soil-structure interaction calculation
- New technology for soil extraction when sinking open caissons
- Results of experimental analyses of concrete with metal wastes
- Influence of normal and shear stiffness of fractures on deformation characteristics of rock mass
- Modelling the stress-deformed state of soil installed with displacement piles
- Geotechnical and geoenvironmental analysis of “Chinese Theatre in Alexander Park, Pushkin” as part of reconstruction and improvement project
- Design-based justification of controlled compensation grouting during ZPPS-2 foundation slab mock-up lifting
- Prediction of axial bearing capacity of piles by SPT and PMT-based approach
- 3D modelling of cast-in-place anchored beamless trench wall with edge elements of different topology
- Efficiency of determining bearing capacity of soil fills using the LFG (LWD) dynamic plate
- Concerning the use of soil deformation modulus in geotechnical design
- Effectiveness of geotechnical curtain of loose pile rows as design for cast-in-place trench walls
- Author index
- Book series page