Laterally Loaded Piles and Computer Program COM624G PDF Download
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Author: Lymon C. Reese Publisher: ISBN: Category : COM624G (Computer program) Languages : en Pages : 312
Book Description
When the soil immediately below the base of a structure will not provide adequate bearing capacity, piles can be used to transfer load from the structure to soil strata which can support the applied load. This report deals with analysis of the lateral interaction of pile shaft and soil. Examples of such problems encountered by the Corps of Engineers are single-pile dolphins and baffles for grade control structures. A computer program called COM624, along with documentation, was developed at the University of Texas (UT) at Austin, to analyze laterally loaded pile problems. Analysis performed by program COM624 is dependent upon soil parameters input to the program. These soil parameters take the form of curves which simulate the nonlinear interaction of the pile and the surrounding soil. The UT Report also presented criteria for developing these soil response curves in various types of soils. This report consolidates the information available on laterally loaded pile analysis and provides supplementary data on Program COM624 (redesignated as COM624G). It describes modifications made in the input procedures and the addition of graphics options.
Author: Lymon C. Reese Publisher: ISBN: Category : COM624G (Computer program) Languages : en Pages : 312
Book Description
When the soil immediately below the base of a structure will not provide adequate bearing capacity, piles can be used to transfer load from the structure to soil strata which can support the applied load. This report deals with analysis of the lateral interaction of pile shaft and soil. Examples of such problems encountered by the Corps of Engineers are single-pile dolphins and baffles for grade control structures. A computer program called COM624, along with documentation, was developed at the University of Texas (UT) at Austin, to analyze laterally loaded pile problems. Analysis performed by program COM624 is dependent upon soil parameters input to the program. These soil parameters take the form of curves which simulate the nonlinear interaction of the pile and the surrounding soil. The UT Report also presented criteria for developing these soil response curves in various types of soils. This report consolidates the information available on laterally loaded pile analysis and provides supplementary data on Program COM624 (redesignated as COM624G). It describes modifications made in the input procedures and the addition of graphics options.
Author: Pile Buck International Publisher: Lulu.com ISBN: 0578008726 Category : Technology & Engineering Languages : en Pages : 479
Book Description
The definitive reference for driven piles. Nearly six years in the making, Pile Driving by Pile Buck is a comprehensive reference book on the history of pile driving and driven piles, the various types of piles, the equipment used to install them, the design of driven pile foundations, the installation of driven piles and the capacity verification of driven piles. Not just another theoretical exercise, Pile Driving by Pile Buck gives practical procedures and equipment configurations for the successful installation of virtually any driven pile foundations. Included with the text are a wealth of photographs without equal in this type of publication; the photos alone are worth the price of the book, and help bring the reader "on site" to understand the whole process of pile driving--one of the oldest construction techniques known.
Author: Lymon C. Reese
Author: Lymon C. Reese
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Author: U.S. Army Engineer Waterways Experiment Station
Author: Modale Jacob Chacko
Author: American Society of Civil Engineers. Committee on Ports and Harbors
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Author: 
Author: Pile Buck International
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