NDLI: Foundation Depth for Bridge Piers

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Journal of The Institution of Engineers (India): Series A : Volume 98

Journal of The Institution of Engineers (India): Series A : Volume 97

Journal of The Institution of Engineers (India): Series A : Volume 96

Journal of The Institution of Engineers (India): Series A : Volume 95

Journal of The Institution of Engineers (India): Series A : Volume 94

Journal of The Institution of Engineers (India): Series A : Volume 94, Issue 4, November 2013

Journal of The Institution of Engineers (India): Series A : Volume 94, Issue 3, September 2013

A Comparative Study on Seismic Analysis of Bangladesh National Building Code (BNBC) with Other Building Codes

Analytical Study on Prestressed Steel I-Beam Strengthened in Compression by Angles

Behaviour of Top and Seat Angle Semi-rigid Connections

Fixed Bed Column Adsorption Studies Using Fly Ash for Removal of Cadmium from Aqueous Solution

Foundation Depth for Bridge Piers

Investigations on Fresh and Hardened Properties of Recycled Aggregate Self Compacting Concrete

Review on Rapid Seismic Vulnerability Assessment for Bulk of Buildings

Catchment Area Treatment (CAT) Plan and Crop Area Optimization for Integrated Management in a Water Resource Project

Journal of The Institution of Engineers (India): Series A : Volume 94, Issue 2, May 2013

Journal of The Institution of Engineers (India): Series A : Volume 94, Issue 1, March 2013

Journal of The Institution of Engineers (India): Series A : Volume 93

Foundation Depth for Bridge Piers

Content Provider	Springer Nature Link
Author	Jagadeesh, T. R. Gangadharaiah, T. Veerappadevaru, G.
Copyright Year	2014
Abstract	The safety of bridge piers built in rivers having the bed is one of the prime aspects in the study of scouring process around bridge piers. The stability of bridge piers depends on the depth of foundation provided below maximum scour level. The stability analysis of bridge piers is carried based on moment of forces acting on the caisson pier when the pier slides and tilts slightly in downstream from its position. The experiments are conducted for three pier shapes on two sediment beds and for different flow conditions. The curves indicating the stability limits are compared with Lacey’s recommendations which are used in present day practice in India. The analysis presented here indicates that the Lacey’s recommendation for railway bridges is safe and for some cases of the road bridges depends on grip length, angle of tilt and weight of caisson.
Starting Page	169
Ending Page	177
Page Count	9
File Format	PDF
ISSN	22502149
Journal	Journal of The Institution of Engineers (India): Series A
Volume Number	94
Issue Number	3
e-ISSN	22502157
Language	English
Publisher	Springer India
Publisher Date	2014-03-11
Publisher Place	India
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Foundation depth Civil Engineering Bridge pier Scour depth Forces
Content Type	Text
Resource Type	Article
Subject	Building and Construction Architecture Mechanical Engineering Agricultural and Biological Sciences Civil and Structural Engineering

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Vorticity and Circulation of Horseshoe Vortex in Equilibrium Scour Holes at Different Piers

Local scour calculation around bridge pier during flood event

Prediction of scour depth versus time for bridge piers in the case of multi-flood and multi-layer soil system

A CNN deep learning approach to scour depth estimation around complex bridge piers in steady flow environments

Hybrid Scour Depth Prediction Equations for Reliable Design of Bridge Piers

New Model for Determining Local Scour Depth Around Piers

Physical model study of bridge contraction scour

Maximum scour depth at piers in armor-beds

Hydrodynamics of Flow Obstructed by Inline and Eccentrically-Arranged Circular Piers on a Horizontal Bed Surface

Foundation Depth for Bridge Piers

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Vorticity and Circulation of Horseshoe Vortex in Equilibrium Scour Holes at Different Piers

Local scour calculation around bridge pier during flood event

Prediction of scour depth versus time for bridge piers in the case of multi-flood and multi-layer soil system

A CNN deep learning approach to scour depth estimation around complex bridge piers in steady flow environments

Hybrid Scour Depth Prediction Equations for Reliable Design of Bridge Piers

New Model for Determining Local Scour Depth Around Piers

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Hydrodynamics of Flow Obstructed by Inline and Eccentrically-Arranged Circular Piers on a Horizontal Bed Surface

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