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Nonlinear Analysis Of Cold-Formed Sections Using The Finite Strip Method, Peter W. Key, Gregory J. Hancock
Nonlinear Analysis Of Cold-Formed Sections Using The Finite Strip Method, Peter W. Key, Gregory J. Hancock
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Warping Restraint, Member Stability And Standards, D. B. Moore, D. M. Currie
Warping Restraint, Member Stability And Standards, D. B. Moore, D. M. Currie
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Behavior Of Continuous Span Purlin Systems, Roger A. Laboube, M. Golovin, D. J. Montague, D. C. Perry, L. L. Wilson
Behavior Of Continuous Span Purlin Systems, Roger A. Laboube, M. Golovin, D. J. Montague, D. C. Perry, L. L. Wilson
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Nonlinear Analysis Of Steel Space Trusses, Shien T. Wang, George E. Blandford, Christopher D. Hill
Nonlinear Analysis Of Steel Space Trusses, Shien T. Wang, George E. Blandford, Christopher D. Hill
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Composite Diaphragm Behavior And Strength, W. Samuel Easterling, Max L. Porter
Composite Diaphragm Behavior And Strength, W. Samuel Easterling, Max L. Porter
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Low-Strain-Hardening Ductile-Steel Cold-Formed Members, Roger A. Laboube, J. N. Macadam, E. J. Schneider, Roger L. Brockenbrough, Teoman Peköz
Low-Strain-Hardening Ductile-Steel Cold-Formed Members, Roger A. Laboube, J. N. Macadam, E. J. Schneider, Roger L. Brockenbrough, Teoman Peköz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
High Strength Steel Members With Unstiffened Compression Elements, Lan-Cheng Pan, Wei-Wen Yu
High Strength Steel Members With Unstiffened Compression Elements, Lan-Cheng Pan, Wei-Wen Yu
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Probabilistic Evaluation Of Test Results, W. Brent Hall, Teoman Peköz
Probabilistic Evaluation Of Test Results, W. Brent Hall, Teoman Peköz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Aisi Lrfd Method For Cold-Formed Steel Structural Members, Ling-En Hsiao, Wei-Wen Yu, Theodore V. Galambos
Aisi Lrfd Method For Cold-Formed Steel Structural Members, Ling-En Hsiao, Wei-Wen Yu, Theodore V. Galambos
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Asce Design Standard For Stainless Steel Structures, Shin-Hau Lin, Wei-Wen Yu, Theodore V. Galambos
Asce Design Standard For Stainless Steel Structures, Shin-Hau Lin, Wei-Wen Yu, Theodore V. Galambos
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Current Research On Cold-Formed Steel Structures, George E. Blandford, Asadul H. Chowdhury
Current Research On Cold-Formed Steel Structures, George E. Blandford, Asadul H. Chowdhury
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Some Studies On Cold-Formed Steel Sections With Web Openings, K. S. Sivakumaran
Some Studies On Cold-Formed Steel Sections With Web Openings, K. S. Sivakumaran
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Strength Of Bolted Connections: Is It Bearing Or Net Section?, Roger A. Laboube
Strength Of Bolted Connections: Is It Bearing Or Net Section?, Roger A. Laboube
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Past Proceedings: Second International Conference On Case Histories In Geotechnical Engineering, St. Louis (1988), Multiple Authors
Past Proceedings: Second International Conference On Case Histories In Geotechnical Engineering, St. Louis (1988), Multiple Authors
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
No abstract provided.
Organizing Committee, Multiple Members
Organizing Committee, Multiple Members
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
List Of Conference Participants, Multiple Participants
List Of Conference Participants, Multiple Participants
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Author's Index, Multiple Authors
Author's Index, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Concluding And Banquet Remarks And Speech, Multiple Authors
Concluding And Banquet Remarks And Speech, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Program Of The Conference, Multiple Participants
Program Of The Conference, Multiple Participants
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Welcome And Opening Remarks, Multiple Authors
Welcome And Opening Remarks, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Past Proceedings: First International Conference On Case Histories In Geotechnical Engineering (1984): Vol. Iv, Multiple Authors
Past Proceedings: First International Conference On Case Histories In Geotechnical Engineering (1984): Vol. Iv, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Past Proceedings: First International Conference On Case Histories In Geotechnical Engineering (1984): Vol. Iii, Multiple Authors
Past Proceedings: First International Conference On Case Histories In Geotechnical Engineering (1984): Vol. Iii, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Past Proceedings: First International Conference On Case Histories In Geotechnical Engineering (1984): Vol. Ii, Multiple Authors
Past Proceedings: First International Conference On Case Histories In Geotechnical Engineering (1984): Vol. Ii, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Past Proceedings: First International Conference On Case Histories In Geotechnical Engineering (1984): Vol. I, Multiple Authors
Past Proceedings: First International Conference On Case Histories In Geotechnical Engineering (1984): Vol. I, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
A Low Rise Hospital Development On Restored Opencast Fill, W. M. Kilkenny
A Low Rise Hospital Development On Restored Opencast Fill, W. M. Kilkenny
International Conference on Case Histories in Geotechnical Engineering
An extensive low-rise hospital development has taken place since 1982 on a former opencast coal mining site 30 years after working and restoration. The clay and shale fill some 20 metres deep was placed without systematic compaction. Five separate site investigations have been carried out at different times during the last 20 years and a detailed engineering geological mapping exercise was completed in 1977. Drainage works and the main buildings in Scheme 1 and 2 have been monitored during and after construction. Significant settlements have occurred requiring some remedial work. A surcharge and inundation trial has been undertaken prior to …
A Modified Field Infiltrometer Test For Clay Liners, G. S. Laird, W. B. Lozier, A. M. Gurevich
A Modified Field Infiltrometer Test For Clay Liners, G. S. Laird, W. B. Lozier, A. M. Gurevich
International Conference on Case Histories in Geotechnical Engineering
Regulatory agencies are looking more frequently to in situ field hydraulic conductivity tests for the assessment of a liner's compliance to a specified hydraulic conductivity. Most field tests have evaluated hydraulic conductivity by measuring the infiltration rate of the liner. The infiltration rate can be used to arrive at a hydraulic conductivity value if the hydraulic boundary conditions of the test can be identified or if the head loss at different depths can be measured. A test fill of a clay liner was evaluated for its saturated vertical hydraulic conductivity. This paper discusses the use of eight tensiometers to measure …
A Study Of Contamination Migration At A Hazardous Waste Facility In Louisiana, George H. Cramer Ii
A Study Of Contamination Migration At A Hazardous Waste Facility In Louisiana, George H. Cramer Ii
International Conference on Case Histories in Geotechnical Engineering
Traditionally clay soils have been regarded as being relatively impermeable to the migration of water and contaminants. Recent studies in Louisiana are beginning to show, however, that laboratory permeability tests are not true indicators of the ability of an in-situ soil to retain or transmit fluids. Both the depositional and post-depositional environment of a soil can greatly alter its in-situ permeability. In particular, post-depositional structural fractures provide preferential pathways for contaminant migration at rates that far exceed those predicted by using laboratory permeability values. Difficulties in field identification of these pathways reduces modeling of their effect on site hydrology to …
Complementing Radiologic Data With Geology – A Case History, Dennis Mcgrane
Complementing Radiologic Data With Geology – A Case History, Dennis Mcgrane
International Conference on Case Histories in Geotechnical Engineering
The goal in characterizing radioactively contaminated soil is to quantify the degree of contamination and its parameters. A cost effective, small scale characterization is done by performing a surface radiological survey with subsurface data coming from boreholes augered in a tight grid pattern. Confidence in the between-hole extrapolations depends on the grid size. However, at the widely contaminated site in Maywood, New Jersey a grid width of 100 feet was the only economical choice. Accurate contamination parameters were determined despite the wide hole spacings once geologists and health physicists learned how local geologic conditions controlled the contamination's location and extent. …
Control Of Uplift From Ground Water, R. V. Sarsby
Control Of Uplift From Ground Water, R. V. Sarsby
International Conference on Case Histories in Geotechnical Engineering
This paper relates to the conversion of a disused water reservoir into a landfill site for domestic and industrial refuse. The reservoir was initially subdivided into four cells (by using earth bunds) and three of the cells have been successfully prepared and filled. The fourth cell is the largest and presents the greatest number of geotechnical problems, the major one being the problem of ensuring that leachate does not escape into the groundwater. The first owner of the site removed natural clay from various parts of the reservoir base to seal the first three cells. In doing so he exposed …
Design And Construction Of A Soil Bentonite Slurry Wall Around An Operating Facility Superfund Site, A. S. Burgess, G. S. Laird, M. S. Leonard
Design And Construction Of A Soil Bentonite Slurry Wall Around An Operating Facility Superfund Site, A. S. Burgess, G. S. Laird, M. S. Leonard
International Conference on Case Histories in Geotechnical Engineering
A soil bentonite slurry wall was designed for an NPL site to stop further migration of chemicals in a complex aquifer system, and to facilitate the removal of possible chemical sources from saturated zones beneath the site. Pumping from within the slurry wall will maintain inward and upward hydraulic gradients and thus stop further lateral or vertical migration of chemicals from the contained area. The slurry wall was constructed under an exceptionally detailed Quality Assurance; Quality Control review by the Contractor and two independent consulting firms. Ground movements, vibration levels and opacity of dust produced during construction were monitored for …