'Pile foundations' presentation slideshows

CE-200 Details of Construction

Deep Foundation. CE-200 Details of Construction. Deep Foundations are those in which the depth of the foundation is very large in comparison to its width. Which are not constructed by ordinary methods of open pit excavations. DEFINITION. In cases where

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Lateral Spreading of Pile Foundations During Liquefaction

Lateral Spreading of Pile Foundations During Liquefaction. Kyle Bickler Eci 281a / Fall 2003 University of California, Davis. Pile Foundations. Reasons for Implementing Pile Foundations [1] Upper soil layers may be too weak to support loads transmitted by the superstructure

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Construction and Analysis of Flyover by BRTS

This paper deals with the construction details of flyover work. which is supposed to make grade separation at intersection and make free movement of traffic. By construction of flyover in vizag town it makes an easy way for the communication of railway station and RTC complex. Also to divert the railway passengers directly to the Railway station, and also clear off the railway station passengers. Flyover is proposed at the heart of the city. Is is mainly used as diverts of Traffic in city. In this paper for the construction of flyover several Investigation survey, design & execution of four lanes carriage way flyover, two lane carriage way underpass of the City. This paper also includes different stages in the flyover construction such as Traffic studies, Soil investigations, Mix design of concrete used. It is a part of BRTS (BUS RAPID TRANSIST SYSTEM) with this system a lot of traffic pollution may cleared and a direct way to the railway station without much obstructions. T Anil | A Pavani | N Venkata Hussain Reddy"Construction and Analysis of Flyover by BRTS" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-1 | Issue-4 , June 2017, URL: http://www.ijtsrd.com/papers/ijtsrd2205.pdf http://www.ijtsrd.com/engineering/civil-engineering/2205/construction-and-analysis-of-flyover-by-brts/t-anil

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High and low strain dynamic pile testing - Independent Geoscience Pty Ltd

Independent Geoscience specialist in low strain dynamic pile load testing ,high strain static pile load testing,pile driveability analysis,pile integrity tester,grlweap software analysis,capwap analysis,pile driving analyzer,driveability,pile design,CAPWAP,WEAP,PIT,PDA,concrete thickness testing in Victoria,Auckland, Christchurch.Visit: http://www.independentgeoscience.com

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Bridge-Foundation System Response

Original position. Final position with residual deformation. #1 Pier & pile group. #2 Pier & pile group. #3 Pier & pile group. #4 Pier & pile group. #5 Pier & pile group. #6 Pier & pile group. #7 Pier & pile group. #8 Pier & pile group. Left abutment. Right abutment.

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