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SECANT PILE


Posted by: seminar class
Created at: Saturday 09th of April 2011 05:32:38 AM
Last Edited Or Replied at :Saturday 09th of April 2011 05:32:38 AM
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all in small to medium scale excavations due to cost of site operations and bentonite plant.
Construction:
The traditional construction techniques for cast-in-situ concrete retaining walls have included principally:
a) Contiguous bored pile walls
b) Secant bored pile walls
c) Diaphragm walls
In contrast to the open structure of a contiguous bored pile wall, in which individual piles are spaced at 1.1 to 2 pile diameters, the piles in a secant wall are spaced at 0.8 to 0.9 pile diameters. Primary piles are secanted by secondary piles thus providing a closed structure to act as a ba..................[:=> Show Contents <=:]



reinforced earth retaining wall for seminar report


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Created at: Tuesday 20th of November 2012 11:22:51 PM
Last Edited Or Replied at :Tuesday 20th of November 2012 11:22:51 PM
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[email=meenarahul..................[:=> Show Contents <=:]



a case study of construction of earth retaining wall in highway india pdf format


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Created at: Thursday 25th of October 2012 04:39:52 AM
Last Edited Or Replied at :Thursday 25th of October 2012 04:39:52 AM
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the material and the contents..................[:=> Show Contents <=:]



free download reinforced earth retaining wall


Posted by:
Created at: Monday 08th of October 2012 10:27:14 AM
Last Edited Or Replied at :Monday 08th of October 2012 10:27:14 AM
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he..................[:=> Show Contents <=:]



reinforced earth retaining wall ppt


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Created at: Tuesday 02nd of October 2012 09:13:08 AM
Last Edited Or Replied at :Saturday 02nd of March 2013 05:15:10 PM
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SECANT PILE


Posted by: seminar class
Created at: Saturday 09th of April 2011 05:32:38 AM
Last Edited Or Replied at :Saturday 09th of April 2011 05:32:38 AM
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mary piles are filled by secondary reinforced piles, which overlap the primary ones.
“Hard-firm” secant pile walls are similar to “Hard-soft” secant piles,but here the characteristic strength of primary pile lies in d range of 10-20N/mm2 . During the construction, the strength of the pile is held low by adding a retarding agent to the concrete mix. Primary piles are usually designed to hit their target strength within 56days rather than the more typical 28 days. Obviously, such practice ensures that the construction of the secondary/hard pile is easier as the auger has to exert l..................[:=> Show Contents <=:]



Geosynthetics


Posted by: seminar surveyer
Created at: Friday 15th of October 2010 04:01:37 AM
Last Edited Or Replied at :Monday 25th of April 2011 11:31:24 PM
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t place in engineering and construction Projects. They have become a integral part of the solution to many civil engineer’s problem.
The various geosynthetics products assure the..................[:=> Show Contents <=:]



soil nailing full report


Posted by: project report tiger
Created at: Sunday 07th of February 2010 08:41:42 PM
Last Edited Or Replied at :Saturday 17th of November 2012 01:15:27 AM
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-density, grouted soil nails into a 60-ft.-high wall and facing it with reinforced concrete.



APPLICATIONS

Stabilization of railroad and highway cut slopes

Excavation retaining structures in urban areas for high-rise building and underground facilities

Tunnel portals in steep and unstable stratified slopes

construction and retrofitting of bridge abutments with complex boundaries involving wall support under piled foundations

Stabilizing steep cuttings to maximize development space.

The stabilizing of existing over-steep embankments.

Soil Nailing through exis..................[:=> Show Contents <=:]



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