Posted by: jacs127 - 07-08-2011, 05:42 AM - Forum: Archive
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If some one can download from the given link ...please share to this forum..
"Some Thoughts on API RP2A for Vertically Loaded Piles" ;
Authors J-L, Briaud, Texas A&M U., and J.M.E. Audibert, Woodward-Clyde Consultants
Source Offshore Technology Conference, 7 May-10 May 1990, Houston, Texas
Copyright 1990. Offshore Technology Conference
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One of the major difficulties in predicting the capacity of pipe piles in sand has resulted from a lack of understanding of the physical processes that control the behavior of piles during installation and loading.
This monograph presents a detailed blue print for developing experimental facilities necessary to identify these processes. These facilities include a unique instrumented double-walled pipe-pile that is used to delineate the frictional stresses acting against the external and internal surfaces of the pile. The pile is fitted with miniature pore-pressure transducers to monitor the generation of pore water pressure during installation and loading. A fast automatic laboratory pile hammer capable of representing the phenomena that occur during pile driving was also developed and used. Finally, a pressure chamber; feedback control system; data acquisition system; loading frame; sand handling, pluviating, saturating, and drying apparatus have been integrated to allow convenient load testing of piles under simulated field conditions. The experimental apparatus is presented with sufficient details to allow readers to duplicate or modify the design to suit their own needs.
A number of load tests were carried out to identify the effects of inertia and build-up of pore water pressure on pile plugging. Continuous measurement of dynamic and static excess pore pressures, frictional and end bearing stresses, and the elevation of the soil inside the pile during installation and loading are presented. The results of the testing program validates the performance of the developed apparatus, and provide unique insights into soil-structure interaction during pile driving and subsequent loading. The work contributes to a better understanding of pile behavior.
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For those that have access to these books on Knovel.com help urgently with these books is appreciated:
1. Budgeting, Costing and Estimating for the Injection Moulding Industry
Author:Jones, Peter
Year: 2009
Publisher: Smithers Rapra Technology
Design Manual for excavation support using deep mixing technology
Size: 5.03 MB | Format:PDF
A thesis by C J RUTHERFORD
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An Excellent Book in Construction Management which is thoroughly updated to reflect the most recent development in industry practice.
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Title: 238.1R-08: Report on Measurements of Workability and Rheology of Fresh Concrete
Author(s): ACI Committee 238
Publication: Technical Documents
Pages: 70
Keywords: rheological measurements; rheology; workability; workability measurements.
Date: February 1, 2008
Abstract:
This report provides a comprehensive view of workability of fresh concrete and a critical review of the tests available to measure workability and rheological performance of fresh concrete. The report discusses the factors affecting the performance of fresh concrete and provides a better understanding of the issues related to the design of workable concrete, from no flow (zero-slump) to flow like a liquid (self-consolidating concrete).
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This is the National Code of Nicaragua - Nicaragua National Building Regulations
Reglamento Nacional de Construccion de Nicaragua
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I am looking for some info on foundation design for wind turbine and/or solar heliostat. I would appreciate it if anyone who may have designed foundation for wind turbine/solar heliostat could share some info/design example.
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