Download or read book The Behavior of Two 450mm Diameter Piles Subjected to Static and Dynamic Cyclic Lateral Loading written by and published by . This book was released on 1985 with total page 182 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book The Behaviour of Two 450 Mm Diameter Piles Subjected to Static and Dynamic Cyclic Lateral Loading written by and published by . This book was released on 1985 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Behavior of a Large scale Pile Group Subjected to Cyclic Lateral Loading written by Dan Allen Brown and published by . This book was released on 1985 with total page 399 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Response Analysis and Design of Pile Groups Subjected to Static Dynamic Lateral Loads written by Kyle M. Rollins and published by . This book was released on 2003 with total page 416 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book On the Behavior of Large diameter Piles Under Cyclic Lateral Load written by Yu-Shu Kuo and published by . This book was released on 2008 with total page 154 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Experimental Response of a Pile in Sand Under Static and Cyclic Lateral Loads written by Pegah Oghabi and published by . This book was released on 2014 with total page 312 pages. Available in PDF, EPUB and Kindle. Book excerpt: Piles are engineering structures which are subjected to axial and lateral loading. In this dissertation, pile load tests were performed on a full-scale fabricated pile to understand lateral pile responses under static and cyclic loading. The experiments were performed on a fabricated test pile at the Geo-Engineering Laboratory at Queen's University. Dry loose Olimag Synthetic Olivine sand was used as the test soil. Instrumentation including axial strain gauges, null sensors (earth pressure sensors) and string potentiometers were used to monitor pile responses throughout the tests. What differentiates the current study from previous investigations is direct measurements of lateral earth pressure on a test pile using those null sensors with conventional measurements of curvature and deformation. The null sensors of Talesnick (2005) have 'infinite stiffness' and calibration that is almost independent of the soil type, soil condition and stress history, qualities that make the sensor superior to other commercially available sensors. The initial pile response under static loading was examined. Previous laterally loaded pile test programs have utilized curvature measurements to infer moments, and differentiation of moments to determine lateral forces. Comparisons with the directly measured pressures confirmed the effectiveness of differentiated moments. To understand offshore structures, the behaviour of a pile subjected to cyclic loading is examined and explained by elastic soil response at low load levels and the progressive development of inelastic response at higher load levels. In addition, the loading condition (i.e. two-way versus one-way loading) was found to have a substantial effect on pile responses. The pressure distributions for two-way cyclic loading suggest that the lateral pressure is proportional to displacement with peak pressures near the ground surface during elastic responses. The peak lateral pressures move deeper towards the point of rotation with increasing cyclic loads to generate inelastic responses. However, the lateral pressure response is consistently inelastic for one-way loading.
Download or read book Full Scale Static and Dynamic Lateral Loading of a Single Pile written by Norazzlina M.Sa'don and published by . This book was released on 2012 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: This study presents the results of full scale field tests on single free head piles embedded in Auckland residual clay. Four hollow steel pipe piles, each with an outside diameter of 273 mm and wall thickness of 9.3 mm were installed at a site in Pinehill, Auckland. Static lateral loads were applied by using hydraulic jack, while dynamic loads were applied using an eccentric mass shaker. The free vibration and snap-back tests were also performed by using instrumented sledgehammer and snap shackle as the quick release mechanism. The primary purpose of the pile testing is to measure the inertial response of piles in Auckland soils and to investigate how the soil stiffness decreases with increasing pile head excitation. The field work initially started with measurement of the small strain stiffness of the soil using wave activated stiffness (WAK) tests and spectral analysis surface waves (SASW) tests. Seismic cone penetration tests (SCPT), low level response of the pile generated by hammer blows and excitation from an eccentric mass shaker were also performed. All of these indicated that a consistent value for the small strain stiffness of the soil. The elastic continuum model (ECM) is the main tool that used for analysis of the pile response. This model has the advantage that it has been extended to enable nonlinear behaviour of the soil around the long elastic pile to be modelled. The approach taken is to interpret the field response in order to estimate the factor by which the small strain stiffness of the soil needs to be reduced to represent the correct stiffness of the cyclic loading loops. In other words, this approach used to evaluate the response of the pile using the design approach outlined in Table 4.1 of EC8 part 5. A soil stiffness reduction factor, Gs / Gs,max of 0.36 was found to give a reasonable prediction for a single pile embedded in Auckland residual clay. This factor agrees very well for the computed values of the pile head load-displacement curve when compared with the static and dynamic full scale field test results performed. Two numerical models, which are OpenSeesPL and Ruaumoko are used to model the single pile subjected to lateral loading. These results were then validated using the full scale field tests data. From a comparison of the predictions and the experimental results of full scale single piles suggest that if the proposed method and model are accurately verified and properly used, then they are capable of producing realistic predictions. A procedure that was particularly developed for preliminary design estimates of a single long pile under the lateral loading is also presented in this thesis.
Download or read book RRU Bulletin written by and published by . This book was released on 1965 with total page 274 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Investigations on the Behavior of Large Diameter Piles Under Long term Lateral Cyclic Loading in Cohesionless Soil written by Proserpine Peralta and published by . This book was released on 2010 with total page 208 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Design of Pile Foundations written by Aleksandar Sedmak Vesić and published by Transportation Research Board. This book was released on 1977-01-01 with total page 68 pages. Available in PDF, EPUB and Kindle. Book excerpt:
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
Download or read book Design of Pile Foundations written by US Army Corps of Engineers and published by . This book was released on 2005-01-01 with total page 200 pages. Available in PDF, EPUB and Kindle. Book excerpt: This manual provides information, foundation exploration and testing procedures, load test methods, analysis techniques, allowable criteria, design procedures, and construction consideration for the selection, design, and installation of pile foundations. The guidance is based on the present state of the technology for pile-soil-structure-foundation interaction behavior. This manual provides design guidance intended specifically for the geotechnical and structural engineer but also provides essential information for others interested in pile foundations such as the construction engineer in understanding construction techniques related to pile behavior during installation. Since the understanding of the physical causes of pile foundation behavior is actively expanding by better definition through ongoing research, prototype, model pile, and pile group testing and development of more refined analytical models, this manual is intended to provide examples and procedures of what has been proven successful. This is not the last nor final word on the state of the art for this technology. We expect, as further practical design and installation procedures are developed from the expansion of this technology, that these updates will be issued as changes to this manual.
Download or read book Pile Design and Construction Practice written by Willis H. Thomas and published by CRC Press. This book was released on 2007-12-06 with total page 566 pages. Available in PDF, EPUB and Kindle. Book excerpt: This international handbook is essential for geotechnical engineers and engineering geologists responsible for designing and constructing piled foundations. It explains general principles and practice and details current types of pile, piling equipment and methods. It includes calculations of the resistance of piles to compressive loads, pile group
Download or read book Earth Retention Systems Handbook written by Alan Macnab and published by McGraw Hill Professional. This book was released on 2002-04-09 with total page 544 pages. Available in PDF, EPUB and Kindle. Book excerpt: Presents a systematic and comprehensive presentation of temporary excavation shoring and earth retention systems used to construct permanent facilities inside them. These systems are used to construct underground pipelines, tunnels, tank and storage facilities, foundations and structures. Each chapter presents a shoring system type description, how it is constructed, equipment requirements, cost analysis, etc. Safety, inspection and testing codes and methods included throughout.
Download or read book ICE Specification for Piling and Embedded Retaining Walls written by and published by . This book was released on 2017 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: This edition retains the three-part approach of the second edition. Part A is an introduction to the essential concepts necessary to procure a piling or retaining wall contract. Part B is the specification and is still the only part of this document intended for incorporation in contracts. Part C provides guidance for use of the specification and essential background information for specifiers and contractors alike. Unlike the second edition, Part 3 guidance notes immediately follow the relevant Part 2 specification requirements. The three sections provide the reader with a full compendium without being overly prescriptive.
Download or read book Advances in Civil Engineering written by Rao Martand Singh and published by Springer Nature. This book was released on 2020-09-21 with total page 966 pages. Available in PDF, EPUB and Kindle. Book excerpt: This volume comprises select peer reviewed papers presented at the international conference - Advanced Research and Innovations in Civil Engineering (ARICE 2019). It brings together a wide variety of innovative topics and current developments in various branches of civil engineering. Some of the major topics covered include structural engineering, water resources engineering, transportation engineering, geotechnical engineering, environmental engineering, and remote sensing. The book also looks at emerging topics such as green building technologies, zero-energy buildings, smart materials, and intelligent transportation systems. Given its contents, the book will prove useful to students, researchers, and professionals working in the field of civil engineering.
Download or read book Landslides Analysis and Control written by National Research Council (U.S.). Transportation Research Board and published by . This book was released on 1978 with total page 254 pages. Available in PDF, EPUB and Kindle. Book excerpt: This volume brings together, from a wide range of experience, such information as may be useful in recognizing, avoiding, controlling, designing for, and correcting movement. Current geologic concepts and engineering principles and techniques are introduced, and both the analysis and control of soil and rock-slopes are addressed. New methods of stability analysis and the use of computer techniques in implementing these methods are included. Rock slope engineering and the selecting of shear-strength parameters for slope-stability analyses are covered in separate chapters.
