Author: Itzchak AlpanPublisher:
ISBN:
Category :
Languages : en
Pages : 9
Book Description
The Effect of Pile Driving on Adjacent Buildings, a Case History
Author: Itzchak AlpanThe Effect of Pile Driving on Adjacent Buildings
Author: I. AlpanA Study of the Effects of Pile Driving Vibrations on Nearby Structures
Author: William Steven HeckmanPublisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 188
Book Description
Dynamic Effects of Pile Installations on Adjacent Structures
Author: Richard D. WoodsPublisher: Transportation Research Board
ISBN: 9780309061094
Category : Technology & Engineering
Languages : en
Pages : 96
Book Description
Conference sessions cover: bridge management systems, bridge aesthetics, bridge performance, bridge construction, long-span bridges, bridge loads and dynamics, FRP composites and other materials, bridge rehabilitation, seismic response of bridges, bridge bearings, joints, and details, prestressed concrete bridges, bridge structural systems, bridge substructures: scour and ship impact, bridge fatigue and redundancy, and wood bridges. -- Intro., p.xi.
Construction Vibrations
Author: C. H. DowdingPublisher:
ISBN:
Category : Science
Languages : en
Pages : 648
Book Description
The entire field of construction-induced vibrations - including advances in earthquake engineering, nuclear blast protective design, and construction and mine blasting - is covered in this work. Frequency of vibration and strain form the foundation for the presentation of the material.
Dynamic Effects of Pile Installation on Adjacent Structures
Author: Richard WoodsPublisher: CRC Press
ISBN:
Category : Architecture
Languages : en
Pages : 192
Book Description
This book describes the current state of knowledge and practice in judging the potential and determine the practice of agencies that must assess and prevent damages due to piling vibrations
Effect of Pile-driving Induced Vibrations on Nearby Structures and Other Assets
Author: Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 131
Book Description
The work described here represents an attempt to understand the mechanisms of energy transfer from steel H-piles driven with diesel hammers to the surrounding soil and the energy attenuation through the soil by measuring ground motion vibrations in the near vicinity of the pile. Attenuation rates of vibration decay with radial distance from the driven pile were calculated. A spreadsheet tool was developed to estimate distances from the pile at which the threshold settlement vibrations may be exceeded.
Vibration Problems ICOVP 2007
Author: Esin InanPublisher: Springer Science & Business Media
ISBN: 1402091001
Category : Science
Languages : en
Pages : 392
Book Description
Vibration problems dealing with advanced Mathematical and Numerical Techniques have extensive application in a wide class of problems in ae- nautics, aerodynamics, space science and technology, off-shore engineering and in the design of different structural components of high speed space crafts and nuclear reactors. Different classes of vibration problems dealing with complex geometries and non-linear behaviour require careful attention of scientists and engineers in pursuit of their research activities. Almost all fields of Engineering, Science and Technology, ranging from small domestic building subjected to earthquake and cyclone to the space craft venturing towards different planets, from giant ship to human skeleton, encounter problems of vibration and dynamic loading. This being truly an interdisciplinary field, where the mathematicians, phy- cists and engineers could interface their innovative ideas and creative thoughts to arrive at an appropriate solution, Bengal Engineering and Science University, Shibpur, India, a premier institution for education and research in engineering, science and technology felt it appropriate to organize 8th International C- ference on “Vibration Problems (ICOVP-2007)” as a part of its sesquicentenary celebration. The conference created a platform and all aspects of vibration phenomenon with the focus on the state-of-the art in theoretical, experimental and applied research areas were addressed and the scientific interaction, p- ticipated by a large gathering including eminent personalities and young research workers, generated many research areas and innovative ideas.
Effect of Pile Driving on Adjacent Piles in Clay
Author: Publisher:
ISBN:
Category :
Languages : en
Pages : 12
Book Description
When a pile is driven into clay, horizontal and vertical movements are developed in the soil surrounding the pile. These movements will tend to develop axial forces and bending moments in adjacent piles that have already been installed. Possible consequences for these piles are (i) structural damage or cracking (of concrete piles) arising from the induced bending moments, (ii) tensile failure of the piles due to the induced axial forces, and (iii) lifting-off of the pile tip from the bearing stratum due to the axial induced movements. This paper describes the results of a theoretical analysis of the bending moments and axial forces developed in a pile due to driving of an adjacent pile in clay. The analysis uses approximate distributions of horizontal and vertical soil movements caused by pile driving, developed from a strain-path' analysis, together with inferences from model pile test data. An examination is made of various factors that may influence the induced bending moments and forces, including pile spacing, depth of penetration of the adjacent pile, and number of piles driven. For a number of published case histories comparisons are made between theoretical and measured axial and lateral pile movements. In general, satisfactory agreement are made between theoretical and measured axial and lateral pile movements.
The Influence on an Adjacent Building of Pile Driving for the M.I.T. Materials Center
Author: T. William LambePublisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 18
Book Description