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THEORY AND PRACTICE OF PILE FOUNDATION BOOK DOWNLOAD
Introduction
Piles area unit unremarkable accustomed transfer construction load into the dirt and a stiff bearing layer.Piles area unit designed to create certain the structural safety of the pile body, AN adequate geotechnical capability of piles, and a tolerable settlement/ displacement of piles.
beneath vertical loading, the look may even be achieved by predicting the nonlinear response of the pile exploitation shaft friction and base resistance (see Chapter four, this book).In observe, pile capability is habitually obtained, forward a rigid pile and a full mobilization of shaft friction.this is often mentioned throughout this chapter, along with pertinent problems and strategies for estimating the negative skin friction and thus the capability of pile teams.
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- Standard penetration tests (SPT)
- Modification of raw SPT values
- Method A
- Met hod B
- Relative density
- Undrained soil strength vs. SPT N
- Friction angle vs. SPT N, D r, and I
- Parameters affecting strength 8
- Cone penetration tests
- Undrained shear strength
- SPT blow counts using q
- Soil stiffness
- Stiffness and strength of rock
- Strength of rock
- Shear modulus of rock
- The capacity of vertically loaded piles
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- The capacity of single piles
- Total stress approach: Piles in clay
- Mechanism and models for pile-soil interaction
- Concentric cylinder model (CCM)
- Sha foot and base models
- Cal vibration against numerical solutions
- Bas e load transfer issue
- Shaft load transfer issue
- Accuracy of load transfer approach
- nonlinear coaxial cylinder model
- the nonlinear load transfer model
- Non-linear load transfer analysis
- Sha foot stress-strain nonlinearity result
- Base stress-strain nonlinearity result
- Time-dependent CCM
- nonlinear visco-elastic stress-strain model
- Shaft displacement estimation
- Visco-elastic shaft model
- nonlinear creep displacement
- Shaft model versus model loading tests
- Bas e pile-soil interaction model
- GAS PILE for vertically loaded piles
- Visco-elastic model for reconsolidation
- Torque-rotation transfer model
- Nonhomogeneous profile
- Nonlinear stress-strain response
- Shaft torque-rotation response
- Coupled elastic model for lateral piles
- Nonaxisymmetric displacement and stress field eight
- Short and long piles and cargo transfer issue
- Subgrade modulus
- Modulus k for rigid piles in sand
- Elastic-plastic model for lateral piles
- options of laterally loaded rigid piles
- vital states
- Loading capability
- Generic web limiting force profiles (LFP) (plastic state)
- Vertically loaded single piles
- Introduction
- Load transfer models
- Expressions of nonhomogeneity
- Load transfer models
- Overall pile-soil interaction
- Elastic answer
- Verification of the elastic theory
- Elastic-plastic answer
- Parametric study
- Pile-head stiffness and settlement quantitative relation
- Comparison with existing solutions
- result of the profile below pile base settlement
- Homogeneous case
- Non-homogeneous case
- Settlement influence issue
- Summary
- capability for strain-softening soil
The most reliable capability ought to be gained victimization loading check. The elaborate load check procedure area unit typically found in relevant code (e.g., ASTM D 1143, BS8004: clause seven.5.4).With a preponderantly friction pile, the pile-head force might reach a most and cut back with larger penetrations, or the best possible force might even be maintained with a good amendment for penetrations between 1 Chronicle and five-hitter of the shaft diameter, relying on the soil stiffness as shown in Figure a pair of.9 (Guo and Randolph 1997a).With associate end-bearing pile, the last word bearing capability might even be taken as a result of the force at that the penetration is up to 100%
In different instances, kind of things can have to be compelled to be taken into account, as shown among the Bachelor of Science 8004: Clause seven.5.4 and explored generally, pile capability might even be rotten into shaft friction and endearing elements victimization the empirical approach (Van Weele 1957), as a result of the pile-head force is taken principally by skin friction till the shaft slip is adequate to mobilize the limiting worth.once the limiting skin resistance is mobilized, the aim load will increase nearly linearly till the last word purpose capability is reached.this book, provides associate analytical resolution, that permits the elements of base contribution associated shaft friction to be without delay resolved regarding an influence law distribution ofAmong several different strategies, the next strategies area unit popularly adopted in apply for analyzing pile loading tests:
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