Prepared by :
Siti Aisyah Binti Ghazali


INTRODUCTION
• Boring : soft and uncemented ground which is normally close to the ground surface.
• Type : Auger boring, wash boring, rotary drilling and percussion drilling
• Focused on : rotary drilling.
• Theoretical : rotary action + force to grind soil or rock= hole. Drilling requires a combination of a number of element (Heinz, 1989).
CASE STUDY
• Proposed Petrona ....etc

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Construction Challenges For Bridges In Hilly Area


Hilly region pose unique problem for bridge construction. In a restricted hilly area itself climatic conditions, geological features and hydrological parameters vary considerably. Keeping in view the bridge site and various constraints, type of bridge and method of construction are to be selected carefully for safe, economical and successful completion of bridge construction.
Various challenges that come across while constructing bridges in hilly area are
1. Construction of br ....etc

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UMTS Architecture Overview
• An implementation of the IMT-2000 requirements
– WCDMA radio access
– Higher rates and QoS
• Major effort: Provide Internet oriented services!
– SIP based multimedia support
– Open interfaces
Modular approach
– Allows for independently evolving network components
• Physical entities grouped into Domains
• Grouping of protocols offer services in Strata
– Provided by one or several domains
• UMTS Architecture - (Physical) Domains
• Network Strat ....etc

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 INTRODUCTION
Plant Road Connectivity is not only a key component of Plant Developmentby promoting access to economic and social services and thereby generating increased agricultural incomes and productive employment opportunities in India, it is also as a result, a key ingredient in ensuring sustainable poverty reduction. Notwithstanding the efforts made, over the years, atthe private sector, through differentprogrammer, about 40% of the Habitations in the industry are still notconnected by All-weather roads.






 PROJEC ....etc

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Loads on Tunnels
• The most important potential loads acting on underground structures are earth/rock pressures and water pressure.
• Live loads due to vehicle traffic on the surface can be safely neglected, unless the tunnel is a cut and cover type with a very small depth of overburden.
• It may be generally stated, that the dimensioning of tunnel sections must be effected either against the overburden weight (geostatic pressure) or against loosening pressure (i.e. the weight of the loosened zone, called a ....etc

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PRESENTED BY :
RAJESHA H


Introduction
The Panama Canal is a man-made canal which joins the Atlantic Ocean and the Pacific ocean.
One of the largest and most difficult engineering projects ever undertaken.
Replacing the long route via Drake Passage and Cape Horn at the southernmost tip of South America.
A ship sailing from New York to San Francisco via the Panama canal travels 9,500 km (6,000 miles), well under half the 22,500 km (14,000 mile) route around Cape Horn.
The first attempt to construct ....etc

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Requirement of Seminar report on corrision controle in underwater piles and its ppt or pdf
I need report on control of corrosion on underwater piles ppt ....etc

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seminar power point presentation of underwater construction, maximum details about this topic with examples of building ....etc

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Pls send the seminar report
[email protected] ....etc

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provide me full report and ppt on strata flash memory seminar topic ....etc

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SHEAR STRENGTH IN PREEXISTING LANDSLIDES

SEMINAR REPORT
By

SHILPA.S.S

DEPARTMENT OF CIVIL ENGINEERING
COLLEGE OF ENGINEERING
THIRUVANANTHAPURAM
2010




Abstract

Drained residual shear strength is used for the analysis of slopes containing preexisting shear surfaces. Some recent research suggests that preexisting shear surfaces in prior landslides can gain strength with time. Torsional ring and direct shear tests performed during this study show that th ....etc

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Requirnents of vtu notes are so necessary .. For getting more informations & easy grasping of content ....etc

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