Examination of the Past, Present and Future of the Physical and Numerical Modeling of Lateral Loading of Shallow Foundations

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ISBN 13 :
Total Pages : 212 pages
Book Rating : 4.:/5 (71 download)

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Book Synopsis Examination of the Past, Present and Future of the Physical and Numerical Modeling of Lateral Loading of Shallow Foundations by : Jeremy M. Thomas

Download or read book Examination of the Past, Present and Future of the Physical and Numerical Modeling of Lateral Loading of Shallow Foundations written by Jeremy M. Thomas and published by . This book was released on 2006 with total page 212 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Physical and Numerical Modeling of Nonlinear Cyclic Load-deformation Behavior of Shallow Foundations Supporting Rocking Shear Walls

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ISBN 13 :
Total Pages : 348 pages
Book Rating : 4.:/5 (74 download)

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Book Synopsis Physical and Numerical Modeling of Nonlinear Cyclic Load-deformation Behavior of Shallow Foundations Supporting Rocking Shear Walls by : Sivapalan Gajan

Download or read book Physical and Numerical Modeling of Nonlinear Cyclic Load-deformation Behavior of Shallow Foundations Supporting Rocking Shear Walls written by Sivapalan Gajan and published by . This book was released on 2006 with total page 348 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Shallow Foundations

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Publisher : CRC Press
ISBN 13 : 1351672444
Total Pages : 330 pages
Book Rating : 4.3/5 (516 download)

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Book Synopsis Shallow Foundations by : Braja M. Das

Download or read book Shallow Foundations written by Braja M. Das and published by CRC Press. This book was released on 2017-02-03 with total page 330 pages. Available in PDF, EPUB and Kindle. Book excerpt: Following the popularity of the previous edition, Shallow Foundations: Bearing Capacity and Settlement, Third Edition, covers all the latest developments and approaches to shallow foundation engineering. In response to the high demand, it provides updated data and revised theories on the ultimate and allowable bearing capacities of shallow foundations. Additionally, it features the most recent developments regarding eccentric and inclined loading, the use of stone columns, settlement computations, and more. Example cases have been provided throughout each chapter to illustrate the theories presented.

Numerical Models for Analysis and Performance-based Design of Shallow Foundations Subjected to Seismic Loading

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Publisher :
ISBN 13 :
Total Pages : 166 pages
Book Rating : 4.:/5 (233 download)

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Book Synopsis Numerical Models for Analysis and Performance-based Design of Shallow Foundations Subjected to Seismic Loading by :

Download or read book Numerical Models for Analysis and Performance-based Design of Shallow Foundations Subjected to Seismic Loading written by and published by . This book was released on 2008 with total page 166 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Frontiers in Offshore Geotechnics III

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Publisher : CRC Press
ISBN 13 : 131567551X
Total Pages : 1422 pages
Book Rating : 4.3/5 (156 download)

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Book Synopsis Frontiers in Offshore Geotechnics III by : Vaughan Meyer

Download or read book Frontiers in Offshore Geotechnics III written by Vaughan Meyer and published by CRC Press. This book was released on 2015-05-15 with total page 1422 pages. Available in PDF, EPUB and Kindle. Book excerpt: Frontiers in Offshore Geotechnics III comprises the contributions presented at the Third International Symposium on Frontiers in Offshore Geotechnics (ISFOG, Oslo, Norway, 10-12 June 2015), organised by the Norwegian Geotechnical Institute (NGI). The papers address current and emerging geotechnical engineering challenges facing those working in off

Advanced Research on Shallow Foundations

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Publisher : Springer
ISBN 13 : 3030019233
Total Pages : 276 pages
Book Rating : 4.0/5 (3 download)

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Book Synopsis Advanced Research on Shallow Foundations by : Hany Shehata

Download or read book Advanced Research on Shallow Foundations written by Hany Shehata and published by Springer. This book was released on 2018-10-27 with total page 276 pages. Available in PDF, EPUB and Kindle. Book excerpt: This volume deals with the advanced analysis of shallow foundations. Several research studies are considered including soil plasticity, cracking, reaching the soil bearing capacity, creep, etc. Dynamic analyses together with stability analysis are also discussed. It gives wide range of topics dealing with the shallow foundations in different parts of the world. The volume is based on the best contributions to the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 – The official international congress of the Soil-Structure Interaction Group in Egypt (SSIGE).

Analysis and Design of Shallow and Deep Foundations

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Publisher : John Wiley & Sons
ISBN 13 : 0471431591
Total Pages : 608 pages
Book Rating : 4.4/5 (714 download)

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Book Synopsis Analysis and Design of Shallow and Deep Foundations by : Lymon C. Reese

Download or read book Analysis and Design of Shallow and Deep Foundations written by Lymon C. Reese and published by John Wiley & Sons. This book was released on 2005-11-25 with total page 608 pages. Available in PDF, EPUB and Kindle. Book excerpt: One-of-a-kind coverage on the fundamentals of foundation analysis and design Analysis and Design of Shallow and Deep Foundations is a significant new resource to the engineering principles used in the analysis and design of both shallow and deep, load-bearing foundations for a variety of building and structural types. Its unique presentation focuses on new developments in computer-aided analysis and soil-structure interaction, including foundations as deformable bodies. Written by the world's leading foundation engineers, Analysis and Design of Shallow and Deep Foundations covers everything from soil investigations and loading analysis to major types of foundations and construction methods. It also features: * Coverage on computer-assisted analytical methods, balanced with standard methods such as site visits and the role of engineering geology * Methods for computing the capacity and settlement of both shallow and deep foundations * Field-testing methods and sample case studies, including projects where foundations have failed, supported with analyses of the failure * CD-ROM containing demonstration versions of analytical geotechnical software from Ensoft, Inc. tailored for use by students in the classroom

Model Uncertainties in Foundation Design

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Publisher : CRC Press
ISBN 13 : 0429658397
Total Pages : 589 pages
Book Rating : 4.4/5 (296 download)

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Book Synopsis Model Uncertainties in Foundation Design by : Chong Tang

Download or read book Model Uncertainties in Foundation Design written by Chong Tang and published by CRC Press. This book was released on 2021-03-16 with total page 589 pages. Available in PDF, EPUB and Kindle. Book excerpt: Model Uncertainties in Foundation Design is unique in the compilation of the largest and the most diverse load test databases to date, covering many foundation types (shallow foundations, spudcans, driven piles, drilled shafts, rock sockets and helical piles) and a wide range of ground conditions (soil to soft rock). All databases with names prefixed by NUS are available upon request. This book presents a comprehensive evaluation of the model factor mean (bias) and coefficient of variation (COV) for ultimate and serviceability limit state based on these databases. These statistics can be used directly for AASHTO LRFD calibration. Besides load test databases, performance databases for other geo-structures and their model factor statistics are provided. Based on this extensive literature survey, a practical three-tier scheme for classifying the model uncertainty of geo-structures according to the model factor mean and COV is proposed. This empirically grounded scheme can underpin the calibration of resistance factors as a function of the degree of understanding – a concept already adopted in the Canadian Highway Bridge Design Code and being considered for the new draft for Eurocode 7 Part 1 (EN 1997-1:202x). The helical pile research in Chapter 7 was recognised by the 2020 ASCE Norman Medal.

Stresses and Displacements for Shallow Foundations

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Publisher : Elsevier
ISBN 13 : 0444597263
Total Pages : 637 pages
Book Rating : 4.4/5 (445 download)

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Book Synopsis Stresses and Displacements for Shallow Foundations by : D. Milovic

Download or read book Stresses and Displacements for Shallow Foundations written by D. Milovic and published by Elsevier. This book was released on 2013-10-22 with total page 637 pages. Available in PDF, EPUB and Kindle. Book excerpt: This monograph presents the results of the theoretical analyses of stresses and displacements for shallow foundations subjected to various types of loads. In these analyses not only the classical models but more complex models of soils have been used, such as two-layer half-space, homogenous compressible layer of finite thickness, two-layer compressible layer of finite thickness, anisotropic compressible layer. Contact stresses, settlements, vertical stress distribution, bending moments and shear forces have been determined for foundations of any rigidity. Numerous values of the dimensionless coefficients "I" are tabulated, which can be of use in the solution of practical engineering problems.

Analysis, Design and Construction of Foundations

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Publisher : CRC Press
ISBN 13 : 1000194027
Total Pages : 611 pages
Book Rating : 4.0/5 (1 download)

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Book Synopsis Analysis, Design and Construction of Foundations by : Yung Ming Cheng

Download or read book Analysis, Design and Construction of Foundations written by Yung Ming Cheng and published by CRC Press. This book was released on 2021-02-21 with total page 611 pages. Available in PDF, EPUB and Kindle. Book excerpt: Analysis, Design and Construction of Foundations outlines methods for analysis and design of the construction of shallow and deep foundations with particular reference to case studies in Hong Kong and China, as well as a discussion of the methods used in other countries. It introduces the main approaches used by geotechnical and structural engineers, and the precautions required for planning, design and construction of foundation structures. Some computational methods and computer programmes are reviewed to provide tools for performing a more realistic analysis of foundation systems. The authors examine in depth the methods used for constructing shallow foundations, deep foundations, excavation and lateral support systems, slope stability analysis and construction, and ground monitoring for proper site management. Some new and innovative foundation construction methods are also introduced. It is illustrated with case studies of failures and defects from actual construction projects. Some advanced and modern theories are also covered in this book. This book is more targeted towards the understanding of the basic behavior and the actual construction of many geotechnical works, and this book is not dedicated to any design code or specification, though Euro codes and Hong Kong code are also used in this book for illustration. It is ideal for consulting geotechnical engineers, undergraduate and postgraduate students.

Development of a Design Guideline for Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading

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ISBN 13 :
Total Pages : 256 pages
Book Rating : 4.:/5 (126 download)

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Book Synopsis Development of a Design Guideline for Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading by :

Download or read book Development of a Design Guideline for Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading written by and published by . This book was released on 2021 with total page 256 pages. Available in PDF, EPUB and Kindle. Book excerpt: Extensive loss of stiffness and strength in liquefied soils can cause large ground deformations during strong earthquake shaking. One of the major sources of damage in pile foundations in liquefied soil is the excessive deformation due to lateral spreading. Pile-supported wharves subjected to earthquake motions are expected to accommodate inertial loads imposed at pile head from the superstructure as well as the kinematic loads imposed on piles from the lateral ground deformations. Current design codes significantly vary on how to combine inertia and kinematic demands. Recent research on soil-foundation-structure interaction suffers from lack of experiment-based data. There is a serious need to fill the knowledge gap and help designers to better evaluate risk and design cost-effective pile foundations. In this research, the interaction of inertial and kinematic demands is investigated using data from five well-instrumented centrifuge tests on pile-supported wharves. The observations from these tests were used to investigate the time- and depth-dependent nature of kinematic and inertial demands on the deep foundations during earthquake loading. The test results were analyzed to provide the relative contributions of peak inertial loads and peak soil displacements during critical cycles, and the data revealed the depth-dependency of these factors. The results were used to refine existing guidelines for design of pile-supported wharves subjected to foundation deformations. The observations from centrifuge tests were then used to evaluate the accuracy of the equivalent static analysis (ESA) procedure using p-y models for the design of pile-supported wharves subjected to lateral ground deformations during earthquake loading. The piles in these centrifuge tests were subjected to the combined effects of wharf deck inertial loads and ground deformations. The experiments included soil properties ranging from nonliquefiable to fully liquefied cases which provided a wide range of conditions against which the ESA method could be evaluated. Finally, a nonlinear dynamic model of a pile-supported wharf was created and calibrated using recorded data from a centrifuge test. The objective of the numerical modeling was to create a calibrated numerical model that captures key responses of the wharf and the soil in order to be used in subsequent studies that are too costly and time-consuming to do using physical modeling. The calibrated numerical model was then used in an incremental dynamic analysis to evaluate the effects of ground motion duration on the dynamic response of a pile-supported wharf subjected to liquefaction-induced lateral ground deformations. The analysis results provided insights on the relative contribution of inertial and kinematic demands on the response of the wharf with respect to motion duration.

Physical Modeling of the Soil-foundation Interaction of Spread Footings Subjected to Lateral Cyclic Loading

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Publisher :
ISBN 13 :
Total Pages : 264 pages
Book Rating : 4.:/5 (66 download)

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Book Synopsis Physical Modeling of the Soil-foundation Interaction of Spread Footings Subjected to Lateral Cyclic Loading by : Justin D. Phalen

Download or read book Physical Modeling of the Soil-foundation Interaction of Spread Footings Subjected to Lateral Cyclic Loading written by Justin D. Phalen and published by . This book was released on 2003 with total page 264 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Laterally Loaded Deep Foundations

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Publisher : ASTM International
ISBN 13 : 9780803102071
Total Pages : 268 pages
Book Rating : 4.1/5 (2 download)

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Book Synopsis Laterally Loaded Deep Foundations by : James A. Langer

Download or read book Laterally Loaded Deep Foundations written by James A. Langer and published by ASTM International. This book was released on 1984 with total page 268 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Shallow Foundations

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Publisher : CRC Press
ISBN 13 : 1439832293
Total Pages : 344 pages
Book Rating : 4.4/5 (398 download)

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Book Synopsis Shallow Foundations by : Braja M. Das

Download or read book Shallow Foundations written by Braja M. Das and published by CRC Press. This book was released on 2010-12-12 with total page 344 pages. Available in PDF, EPUB and Kindle. Book excerpt: Considered the standard engineering reference on shallow foundations, this edition strengthens that position. Completely reworked and written by one of the top men in the field, it covers all the latest developments and approaches. Equally valuable to researchers and designers as it is to engineering students, this resource updates data and provides revised theories on the ultimate and allowable bearing capacities of shallow foundations. It adds refinements to a number of unique circumstances such as foundations on soil with geogrid reinforcement as well as bearing capacity relationships for shallow foundations subjected to eccentric and inclined loads. It also covers advances in reinforcement materials.

Advanced Numerical Methods in Foundation Engineering

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Publisher : Springer Nature
ISBN 13 : 3030341933
Total Pages : 156 pages
Book Rating : 4.0/5 (33 download)

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Book Synopsis Advanced Numerical Methods in Foundation Engineering by : Hany Shehata

Download or read book Advanced Numerical Methods in Foundation Engineering written by Hany Shehata and published by Springer Nature. This book was released on 2019-11-01 with total page 156 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book deals with the advanced analysis of the shallow foundations. Several research studies are considered including soil plasticity, cracking, reaching the soil bearing capacity, and creep. Dynamic analyses together with stability analysis are also included. It gives a wide range of dealing with the shallow foundations in different parts of the world.

Shallow Foundations

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Publisher : John Wiley & Sons
ISBN 13 : 1119056136
Total Pages : 752 pages
Book Rating : 4.1/5 (19 download)

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Book Synopsis Shallow Foundations by : Tharwat M. Baban

Download or read book Shallow Foundations written by Tharwat M. Baban and published by John Wiley & Sons. This book was released on 2016-04-12 with total page 752 pages. Available in PDF, EPUB and Kindle. Book excerpt: Shallow Foundations: Discussions and Problem Solving is written for civil engineers and all civil engineering students taking courses in soil mechanics and geotechnical engineering. It covers the analysis, design and application of shallow foundations, with a primary focus on the interface between the structural elements and underlying soil. Topics such as site investigation, foundation contact pressure and settlement, vertical stresses in soils due to foundation loads, settlements, and bearing capacity are all fully covered, and a chapter is devoted to the structural design of different types of shallow foundations. It provides essential data for the design of shallow foundations under normal circumstances, considering both the American (ACI) and the European (EN) Standard Building Code Requirements, with each chapter being a concise discussion of critical and practical aspects. Applications are highlighted through solving a relatively large number of realistic problems. A total of 180 problems, all with full solutions, consolidate understanding of the fundamental principles and illustrate the design and application of shallow foundations.

Analysis of Laterally Loaded Piles in Multilayered Soil Deposits

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Publisher : Purdue University Press
ISBN 13 : 9781622601264
Total Pages : 152 pages
Book Rating : 4.6/5 (12 download)

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Book Synopsis Analysis of Laterally Loaded Piles in Multilayered Soil Deposits by : Dipanjan Basu

Download or read book Analysis of Laterally Loaded Piles in Multilayered Soil Deposits written by Dipanjan Basu and published by Purdue University Press. This book was released on 2007-10-01 with total page 152 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.