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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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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 the primary pile. The reinforcement in the primary pile is positioned so that the rig does not cut through it when boring the secondary pile. The depth of overlap is usually about 25mm; considerable care is required to ensure that this is maintained along the full length of the pile. I-section beams can also..................[:=> 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


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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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ction, (spacing between the piles is greater that the diameter of piles)
In these conditions, for deep borings and with the existence of groundwater level, diaphragm walls and secant pile walls are the only feasible retaining walls in urban areas. Secant pile walls are usually used in hard ground, where it is not possible to install diaphragm walls, and in rocks, and it is technically possible to install secant pile walls in a extensive range of grounds.
Secant bored pile walls are formed by keeping spacing of piles less than diameter (S[:=> 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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INTRODUCTION

Geosynthetics is a generic term which includes geotextiles, geomemebranes, geogrids, geonets, and geocomposites and all other similar materials used by civil engineers to improve or modify soil or rock behavior. Geosynthetics have found on import 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 complete range of quality.Geosynthetics have increasingly providednsolution where no other technique are economically viable.this has led to the us..................[:=> 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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ation and pre- grouted nail encapsulated with corrugated pipe can be considered for durability. A grouting pipe is normally attached with the nail reinforcement during inserting the nail into the drilled hole. The grouting is from bottom up until fresh grout return is observed from the hole. The normal range of water/cement ratio of the typical grout mix is from 0.45 to 0.5


ADVANTAGES

With the right soil and site conditions, a rapid and economical means of constructing earth retention support systems and retaining walls.

Shorter drill holes.

Smaller diameter bars at sho..................[:=> Show Contents <=:]



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