List of Publications of the U.S. Army Engineer Waterways Experiment Station
Author: U.S. Army Engineer Waterways Experiment Station
Publisher:
Published: 1993
Total Pages: 408
ISBN-13:
DOWNLOAD EBOOKRead and Download eBook Full
Author: U.S. Army Engineer Waterways Experiment Station
Publisher:
Published: 1993
Total Pages: 408
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1989
Total Pages: 528
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1990
Total Pages: 700
ISBN-13:
DOWNLOAD EBOOKAuthor: Pile Buck
Publisher: Lulu.com
Published: 2012-09-28
Total Pages: 269
ISBN-13: 1105155242
DOWNLOAD EBOOKThis working manual covers everything from theory, practical design, templates, installation, filling, equipment, maintenance to removal. With the combination of the TVA Technical Monograph 75-Steel Sheet Pile Cofferdams on the Rock manual and the US Corps of Engineers manual - Theoretical Manual for Design of Cellular Sheet Pile Structures our Cellular Cofferdams handbook make for an excellent reference book. Cellular Cofferdams, the large, barrel-like, interconnected structures formed of steel sheet piling and filled with coarse soil. Generally utilized for dewatering large construction sites as well as building piers, quaywalls, bulkheads, breakwaters and artificial islands. Over the years, a few papers on design theory have come forth, but only one complete publication devoted to the entire subject.
Author:
Publisher:
Published: 1990
Total Pages: 1580
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1995
Total Pages: 194
ISBN-13:
DOWNLOAD EBOOKAuthor: James R. Martin
Publisher:
Published: 1990
Total Pages: 104
ISBN-13:
DOWNLOAD EBOOKRecent studies have suggested that most existing design methods are excessively conservative. This investigation is directed toward providing a data base through the documentation and comparing five case histories where instrumentation was used to monitor the behavior. Primary consideration was given to the response of the cofferdams under differential loading. In the course of the investigation, the response of each cofferdam was documented and dissected in terms of the behavior at each stage of the differential loading. A strong correlation is found to exist between the lateral cell deflection and the level of differential loading, with the exact nature of the correlation depending on certain key parameters including cell foundation, cell fill material, cell width to height ratio, presence of a stabilizing berm, and nature of loading. It is found for conservatively designed cells that the response falls into a predictable pattern which can be characterized in terms of nondimensionalized parameters for both normal and more severe levels of loading. In addition to deformations, information is provided on interlock tensions where available. The results are believed to provide a baseline for cofferdam behavior that can be useful in gaging the expected behavior of other cofferdams and for verifying the accuracy of new forms of predictive tools such as the finite element method. (jhd).
Author:
Publisher:
Published: 1984
Total Pages: 1014
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1953
Total Pages: 542
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1950
Total Pages: 578
ISBN-13:
DOWNLOAD EBOOK