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Past Proceedings: Fourth International Conference On Case Histories In Geotechnical Engineering, St. Louis (1998), Multiple Authors
Past Proceedings: Fourth International Conference On Case Histories In Geotechnical Engineering, St. Louis (1998), Multiple Authors
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
No abstract provided.
Fourth International Conference On Case Histories In Geotechnical Engineering, Multiple Authors
Fourth International Conference On Case Histories In Geotechnical Engineering, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Disclaimer And Acknowledgments, University Of Missouri - Rolla
Disclaimer And Acknowledgments, University Of Missouri - Rolla
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Preface, Shamsher Prakash
Preface, Shamsher Prakash
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Meet The Speakers, Multiple People
Meet The Speakers, Multiple People
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Meet Our Authors, Multiple Authors
Meet Our Authors, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Authors' Addresses, Multiple Authors
Authors' Addresses, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Authors Index, Multiple Authors
Authors Index, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Paper Review Committee, Multiple Members
Paper Review Committee, Multiple Members
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Steering Committee, Multiple Members
Steering Committee, Multiple Members
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Organizing Committee, Multiple Members
Organizing Committee, Multiple Members
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Table Of Contents, Multiple Authors
Table Of Contents, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Exhibitors, Multiple People
Exhibitors, Multiple People
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Participant List, Multiple Participants
Participant List, Multiple Participants
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Past Proceedings: First International Conference On Case Histories In Geotechnical Engineering (1984), Multiple Authors
Past Proceedings: First International Conference On Case Histories In Geotechnical Engineering (1984), Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Past Proceedings: Second International Conference On Case Histories In Geotechnical Engineering (1988), Multiple Authors
Past Proceedings: Second International Conference On Case Histories In Geotechnical Engineering (1988), Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Past Proceedings: Third International Conference On Case Histories In Geotechnical Engineering (1993), Multiple Authors
Past Proceedings: Third International Conference On Case Histories In Geotechnical Engineering (1993), Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Conference Program, Shamsher Prakash
Conference Program, Shamsher Prakash
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
List Of Sessions, Multiple Authors
List Of Sessions, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Estimating Post-Liquefaction Displacements In Embankment Dams And Priorities Remediation Measures, W. D. Liam Finn
Estimating Post-Liquefaction Displacements In Embankment Dams And Priorities Remediation Measures, W. D. Liam Finn
International Conference on Case Histories in Geotechnical Engineering
Large displacement analysis is used to simulate the failures of flood protection dikes in Hokkaido, Japan, which occurred during the 1993 Kushiro-oki earthquake. These studies served to validate the method of analysis. The analysis was then used to predict displacements in dikes with potential for liquefaction by relating displacements to geometric characteristics of the dikes: height, slopes, and thickness of potentially liquefiable layer. The predictions were verified using dike displacement data from the Nansei-oki earthquake of 1994. The basis for reliable post-liquefaction analysis is a good estimate of the residual strength of the liquefied soils. For this reason, recent developments …
Foundation Damage Of Structures In Kobe And Remediation, Tamotsu Matsui
Foundation Damage Of Structures In Kobe And Remediation, Tamotsu Matsui
International Conference on Case Histories in Geotechnical Engineering
In this paper, foundation damage of structures in the 1995 Hyogoken-Nambu Earthquake was overviewed, mainly focusing on that of bridges and elevated highways, port and harbor facilities and buildings. Then, the remediation methods and works for damaged foundations were summarized, together with illustrating some examples. Finally, essentials of related subjects and suggestions on seismic design and remediation for foundations of structures were summarized for a further study.
Foundation Design And Performance Of The World's Tallest Building, Petronas Towers, Clyde N. Baker Jr., Elliott Drumright, Leonard M. Joseph, Ir. Tarique Azam
Foundation Design And Performance Of The World's Tallest Building, Petronas Towers, Clyde N. Baker Jr., Elliott Drumright, Leonard M. Joseph, Ir. Tarique Azam
International Conference on Case Histories in Geotechnical Engineering
The analysis and design of foundations for the World's Tallest Building are described. The results of the exploration and in-situ testing program required to define the foundation support conditions are presented. The Towers are supported on a mat foundation on barrettes in residual soil and weathered silt stone, sandstone formation overlying karstic limestone at depths ranging from 80 to more than 200 meters. The extensive grouting program required to fill major cavities in the limestone beneath the Tower mats is described. The settlement analysis performed utilizing modulus information developed from the in-situ testing program is outlined. Barrette lengths were varied …
From The Past To The Future Of Landfill Engineering Through Case Histories, R. Kerry Rowe
From The Past To The Future Of Landfill Engineering Through Case Histories, R. Kerry Rowe
International Conference on Case Histories in Geotechnical Engineering
The advances in landfill engineering are outlined based on a number of case histories illustrating past problems, hydraulic performance of clay liners, diffusive transport through liners, hydraulic containment and clogging of leachate collection systems. The importance of conventional geotechnical considerations (e.g. stability) will also be highlighted with reference to a number of cases. Finally, the recent advances in landfill operations are illustrated with respect to a modern landfill. It is concluded that, provided all key failure mechanisms are considered in the design, construction and operation of the facility, modern landfills should provide environmental protection both today and well into the …
Keynote Lecture: "Creating Case Histories The Hard Way", Ralph B. Peck
Keynote Lecture: "Creating Case Histories The Hard Way", Ralph B. Peck
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Measurement And Analysis Of Civil Engineering Vibrations, Jean-Lou Chameau, Glenn J. Rix, Laurel Empie
Measurement And Analysis Of Civil Engineering Vibrations, Jean-Lou Chameau, Glenn J. Rix, Laurel Empie
International Conference on Case Histories in Geotechnical Engineering
Man-made vibrations caused by construction activities, blasting, rail and vehicular traffic, and machinery can have an adverse impact on buildings and facilities, human occupants of buildings, and sensitive equipment housed within these facilities. Comparisons between vibrations are often difficult because of different methods used to measure, analyze, and interpret vibration data. To facilitate these comparisons, standard methods of selecting and mounting transducers, processing vibration data, and interpreting test results are reviewed. Specific measurement and analysis techniques and maximum allowable vibration criteria used for evaluating the influence of vibrations on humans, the potential for cosmetic damage to structures, and the impact …
O-Cell Testings Case Histories Demonstrate The Importance Of Bored Pile (Drilled Shaft) Construction Technique, John H. Schmertmann, John A. Hayes, Thomas Molnit, Lorj O. Osterberg
O-Cell Testings Case Histories Demonstrate The Importance Of Bored Pile (Drilled Shaft) Construction Technique, John H. Schmertmann, John A. Hayes, Thomas Molnit, Lorj O. Osterberg
International Conference on Case Histories in Geotechnical Engineering
Herein we review the Osterberg Cell, or O-cell, method for performing large capacity load tests on bored piles (drilled shafts), and demonstrate how it provides a new opportunity to assess the effects of construction technique. A sampling of 8 case histories, 7 with comparative testing, illustrates the impact of poor technique and thus demonstrates the importance of good construction technique. The poor techniques include inadequate bottom cleanout, failure to use drilling fluids, poor concrete placement, failure to roughen sides, and improper drilling tools. We conclude with a brief description of a recent, world record, 133 MN (15,000 tons) O-cell load …
A Recent Difficult Foundation Problem: The Case Of The New Tagus Bridge, Pedro Simão Sêco E Pinto, Ricardo Oliveira
A Recent Difficult Foundation Problem: The Case Of The New Tagus Bridge, Pedro Simão Sêco E Pinto, Ricardo Oliveira
International Conference on Case Histories in Geotechnical Engineering
A brief description of the New Tagus Bridge is presented. The main site geological conditions and the field and laboratory tests are described. The seismic studies related to the design spectra, the liquefaction potential assessment and the seismic pile analysis are presented. The pile load tests (both static and dynamic) carried out on trial piles are described. The objectives of reception tests for piles and monitoring during the construction phase and the long term are presented.
Recent Experiences Of Tunneling And Deep Excavations In London, R. J. Mair
Recent Experiences Of Tunneling And Deep Excavations In London, R. J. Mair
International Conference on Case Histories in Geotechnical Engineering
The paper focuses on recent developments in tunnelling and deep excavations in London and it draws on the experiences of the Jubilee Line Extension project which has just been completed. A brief historical review is given of the first tunnels and deep excavations undertaken in London some 150 years ago. Construction methods recently used for bored tunnelling include sprayed concrete linings and closed face pressurised tunnelling machines. Ground movements observed for these various tunnelling operations and for deep excavations are reviewed, and their effects on buildings are discussed. The most extensive protective measure used on the Jubilee Line Extension to …
Rigid And Flexible Retaining Walls During Kobe Earthquake, Susumu Lai
Rigid And Flexible Retaining Walls During Kobe Earthquake, Susumu Lai
International Conference on Case Histories in Geotechnical Engineering
An overview is presented on seismic performance of rigid and flexible retaining walls based on case histories during earthquakes, notably from the 1995 Kobe earthquake. Three critical issues are discussed out of these case histories: (l) If the effects of an earthquake motion are approximated in terms of a pseudo-static inertia force using the Mononobe-Okabe equation, the equivalent seismic coefficient for evaluating gross stability of retaining walls should be less than 100 %, about 60 % on average, of a peak ground acceleration specified as a fraction of gravity (amax/g); (2) Liquefaction or excess pore water pressure increase …
Risk And Reliability In Geotechnical Engineering, Suzanne Lacasse, Farrokh Nadim
Risk And Reliability In Geotechnical Engineering, Suzanne Lacasse, Farrokh Nadim
International Conference on Case Histories in Geotechnical Engineering
Statistics, reliability analyses and risk estimates can be very useful decision-making tools in geotechnical problems. Yet the methods are little used in practice. The offshore and mining industry are at the forefront for the use of these approaches, having encouraged their use and sponsored research that has enabled the methods to be well-documented and of proven usefulness in the study of alternatives for design and decision-making in face of uncertainties. The paper presents a few case studies in different areas of geotechnical engineering and discusses the results that would have been obtained without the use of the risk approach. Special …