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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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piles thus providing a closed structure to act as a barrier in water bearing soils, and to prevent ingress of soil between the piles. In some soil conditions the gaps between the piles in contiguous bored pile walls are grouted after the piles are installed in an effort to achieve the same objective.
While a diaphragm wall consists of a sequence of panels, typically 3m to 7m or more in length, which may be interlocked at panel joints. A secant pile wall consists of interlocking piles with diameters ranging from 410mm to 1500mm. Piles are usually of constant diameter but, occasionally, pri..................[:=> 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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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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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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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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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 less force when secanting the soft pile. Piles usually overlap a minimum of 25mm.
“Hard-hard” secant piles, here both primary n secondary piles re cast with full strength concrete and both are fully reinforced. The female piles are cast first and a high torque cutting casing is used to drill through..................[:=> 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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f quality.Geosynthetics have increasingly providednsolution where no other technique are economically viable.this has led to the use of geosynthetics in an increasing arry of sophisticated and long term structures.
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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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gs to maximize development space.

The stabilizing of existing over-steep embankments.

Soil Nailing through existing concrete or masonry structures such as failing retaining walls and bridge abutments to provide long term stability without demolition and rebuild costs.

Temporary support can be provided to excavations without the need for bulky and intrusive scaffold type temporary works solutions

NAILS
Driven Nails

Grouted Nails

Corrosion Protected Nails

Jet grouted Nails

Launched Nails



Driven nails

Generally small-diameter nails (15-46 mm) with..................[:=> Show Contents <=:]



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