The Mechanics Of Pile Soil Interaction In Cohesionless Soils
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| Author | : David Michael Holloway |
| Publisher | : |
| Total Pages | : 308 |
| Release | : 1975 |
| Genre | : Foundations |
| ISBN | : |
Foundation conditions and structural constraints often require the use of pile foundations to support the structure and to minimize objectionable settlements. The accurate prediction of foundation performance and the effective interpretation of field load tests are urgent economic and technical needs of geotechnical engineering practice. This study represents the final phase of an investigation into the analysis of pile load tests. Overall study objectives have been: (a) to compile and make available to the Corps of Engineers (CE) offices the results of pile load tests performed by CE offices and other investigators; (b) to review analytical solutions for determining pile load capacity; (c) to compare pile load tests results with theoretical solutions; (d) to develop improved methods for conducting and interpreting pile load tests; and (e) to develop design guidelines.
| Author | : D. Michael Holloway |
| Publisher | : |
| Total Pages | : 112 |
| Release | : 1976 |
| Genre | : Computer programs |
| ISBN | : |
| Author | : D. Michael Holloway |
| Publisher | : |
| Total Pages | : 72 |
| Release | : 1976 |
| Genre | : Computer simulation |
| ISBN | : |
| Author | : |
| Publisher | : |
| Total Pages | : 968 |
| Release | : 1976 |
| Genre | : Mechanics, Applied |
| ISBN | : |
| Author | : A.P.S. Selvadurai |
| Publisher | : Elsevier |
| Total Pages | : 569 |
| Release | : 1995-01-30 |
| Genre | : Science |
| ISBN | : 0080544878 |
The subject of geomaterial interfaces recognizes the important influences of the interface behaviour on the performance of interfaces involving cementaceous materials such as concrete and steel, ice-structure interfaces, concrete-rock interfaces and interfaces encountered in soil reinforcement. During the past two decades, the subject of geomaterial interfaces has attracted the concerted attention of scientists and engineers both in geomechanics and applied mechanics. These efforts have been largely due to the observation that the conventional idealizations of the behaviour of interfaces between materials by frictionless contact, bonded contact, Coulomb friction or finite friction tend to omit many interesting and important influences of special relevance to geomaterials. The significant manner in which non-linear effects, dilatancy, contact degradation, hardening and softening, etc., can influence the behaviour of the interface is borne out by experimental evidence. As a result, in many instances, the response of the interface can be the governing criterion in the performance of a geomechanics problem.The primary objective of this volume is to provide a documentation of recent advances in the area of geomaterial interfaces. The volume consists of subject groupings which cover ice-structure, soil-structure and steel-concrete interfaces, mechanics of rock and concrete joints and interfaces in discrete systems.
| Author | : R. Kerry Rowe |
| Publisher | : Springer Science & Business Media |
| Total Pages | : 1130 |
| Release | : 2012-12-06 |
| Genre | : Technology & Engineering |
| ISBN | : 146151729X |
Preface. Dedication. List of Figures. List of Tables. List of Contributors. Basic Behavior and Site Characterization. 1. Introduction; R.K. Rowe. 2. Basic Soil Mechanics; P.V. Lade. 3. Engineering Properties of Soils and Typical Correlations; P.V. Lade. 4. Site Characterization; D.E. Becker. 5. Unsaturated Soil Mechanics and Property Assessment; D.G. Fredlund, et al. 6. Basic Rocks Mechanics and Testing; K.Y. Lo, A.M. Hefny. 7. Geosynthetics: Characteristics and Testing; R.M. Koerner, Y.G. Hsuan. 8. Seepage, Drainage and Dewatering; R.W. Loughney. Foundations and Pavements. 9. Shallo.
| Author | : Jean-Louis Briaud |
| Publisher | : Routledge |
| Total Pages | : 337 |
| Release | : 2019-07-16 |
| Genre | : Technology & Engineering |
| ISBN | : 1351409492 |
This classic title deals presents all one needs to know about pressuremeter test, a soil and rock test used in civil engineering. It consists of placing a cylindrical probe in the ground and expanding the probe to pressurize the soil or the rock horizontally. The pressure on the soil and the relative increase in cavity radius are obtained and give an in situ stress strain curve. The pressuremeter test is repeated at various depths in order to obtain profiles of soil parameters. The design applications of the preboring pressuremeter test include: shallow foundations under vertical loads, deep foundations under vertical and horizontal loads, ground anchors, cantilever drilled shaft walls and anchored bulkheads, pavements, stone columns, ground improvement and compaction control.
| Author | : |
| Publisher | : |
| Total Pages | : 1932 |
| Release | : 1976 |
| Genre | : Government publications |
| ISBN | : |
| Author | : Dipanjan Basu |
| Publisher | : Purdue University Press |
| Total Pages | : 152 |
| Release | : 2007-10-01 |
| Genre | : Transportation |
| ISBN | : 9781622601264 |
This report focuses on the development of a new method of analysis of laterally loaded piles embedded in a multi-layered soil deposit treated as a three-dimensional continuum. Assuming that soil behaves as a linear elastic material, the governing differential equations for the deflection of laterally loaded piles were obtained using energy principles and calculus of variations. The differential equations were solved using both the method of initial parameters and numerical techniques. Soil resistance, pile deflection, slope of the deflected pile, bending moment and shear force can be easily obtained at any depth along the entire pile length. The results of the analysis were in very good agreement with three-dimensional finite element analysis results. The analysis was further extended to account for soil nonlinearity. A few simple constitutive relationships that allow for modulus degradation with increasing strain were incorporated into the analysis. The interaction of piles in groups was also studied.
| Author | : Christophe Gaudin |
| Publisher | : CRC Press |
| Total Pages | : 1366 |
| Release | : 2019-01-08 |
| Genre | : Technology & Engineering |
| ISBN | : 1315776871 |
The 8th International Conference on Physical Modelling in Geotechnics (ICPMG2014) was organised by the Centre for Offshore Foundation Systems at the University of Western Australia under the auspices of the Technical Committee 104 for Physical Modelling in Geotechnics of the International Society of Soil Mechanics and Geotechnical Engineering. This quadrennial conference is the traditional focal point for the physical modelling community of academics, scientists and engineers to present and exchange the latest developments on a wide range of physical modelling aspects associated with geotechnical engineering. These proceedings, together with the seven previous proceedings dating from 1988, present an inestimable collection of the technical and scientific developments and breakthroughs established over the last 25 years. These proceedings include 10 keynote lectures from scientific leaders within the physical modelling community and 160 peer-reviewed papers from 26 countries. They are organised in 14 themes, presenting the latest developments in physical modelling technology, modelling techniques and sensors, through a wide range of soil-structure interaction problems, including shallow and deep foundations, offshore geotechnics, dams and embankments, excavations and retaining structures and slope stability. Fundamental aspects of earthquake engineering, geohazards, ground reinforcements and improvements, and soil properties and behaviour are also covered, demonstrating the increasing complexity of modelling arising from state-of-the-art technological developments and increased understanding of similitude principles. A special theme on education presents the latest developments in the use of physical modelling techniques for instructing undergraduate and postgraduate students in geotechnical engineering.
