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Effects Of Pile Driving In Saturated Soft Clay ? Synopsis
By R. L. Wei
The disturbing influences of pile driving on the surrounding soil mass, including the induced vibration, pore pressure and displacement of soil, were observed during the construction of pile foundatio
Jan 1, 2010
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A Proposal For Construction Of The Pile Load-Settlement Curve Based On Results Of Cone Penetration Tests ? Synopsis
By A. Tejchman
On the site of building of a new flyover founded on piles the comprehensive "in situ" investigations were carried out. The subsoil conditions under each of 15 supports were very differentiated. Using
Jan 1, 2010
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Interactive Encased Stone-Column Foundation - Synopsis
By P. M. Deshpande
An interactive short column system is evolved as alternative to deep foundation system in deep layers of marine clay, the interaction of encased stone column and marine clay carry load without causing
Jan 1, 1996
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Pier Design And Construction In Water Bearing Soils ? Synopsis
By C. N. Baker
The design and construction of drilled piers through water bearing and caving soil conditions are discussed. The need for close cooperation between the design engineer and contractor in both the desig
Jan 1, 2010
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Design Method For Bridge Abutment Foundation Piles Subjected To Lateral Earth Pressure ? Synopsis
By T. Matsui
Many existing bridge abutments on the soft ground laterally move and their many damage examples have been reported. An essential cause for the troubles of the lateral movements may be the lack of exam
Jan 1, 2010
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Piled Raft System - Approximate Design Methods. - Synopsis
By S. L. Karunakaran
There are cases where it is found that a raft foundation would have adequate factor of safety against ultimate bearing capacity failure but the settlements would be excessive. Piles may be introduced
Jan 1, 1996
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Safe Load Of A Single Pile In Earthquake Loading - Synopsis
By Shamsher Prakash
Estimation of vertical load carrying capacity of a single vertical pile under earthquake loading is an important task of a design engineer. Lateral vibration of vertical pile is highly influenced by t
Jan 1, 1996
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Depth Of Borings, Length Of Piles, Landslides, Erosion, And A Moose Hunt - A Case History Of A Comedy Of Mistakes
By Bengt H. Fellenius
An upgrading and straightening of a highway included building a bridge across a small river. A routine site investigation was initiated to determine the conditions for designing the foundation of the
Jan 1, 1987
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Dynamic Behavior Of Pile Foundations
By Yingcai Han
The dynamic behavior of pile foundations is investigated in both theory and practice. The computation method for vibration of pile foundations and DYNAN computer program are introduced comprehensively
Jan 1, 2002
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Performance Of Bituminous Coats In Reducing Negative Skin Friction
By Makarand G. Khare
Though the phenomenon of dragload is known for many decades, there is a lack of clear guidelines to evaluate the amount of dragload. The development of dragload depends on relative movement between pi
Jan 1, 2006
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Challenges And Recommendations For Quality Assurance Of Deep Foundations
By Frank Rausche
Although Quality Control (QC) during construction is preferable for deep foundations, there are many instances when it is necessary to resort to Quality Assurance (QA) methods if, for various reasons,
Jan 1, 2008
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The Use of Advanced Electronic Features in Foundation Equipment Help or Hype for the User?
By Manfred Schoepf
"Construction projects using the most advanced technologies and organizational structures demand intelligent construction machinery. In this process, automation technology plays an increasingly import
Jan 1, 2015
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Pile Driving Equipment ? The Right Tool For The Job - "How To Avoid First Day 'Down Time' Blues"
By R. Paul De Bruyn
A. Crane Check List -- Make -- Model -- Year of Manufacture -- Where is load chart? Is it for this crane? -- Boom style and length -- Boom tip drawing (sketch) for fixed lead connection.
Jan 1, 1990
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The Choice between HSDT and RLT: Selection Criteria for Concrete Pile Testing
By P. Middendorp, Gerald E. H. Verbeek
"INTRODUCTIONStatic Load Testing (SLT) is generally considered the pile testing method that provides the de-facto answers regarding pile capacity and load-deflection behavior. However, as this testing
Jan 1, 2006