2012Unpublished venueRequires access

ICE Manual of Geotechnical Engineering Volume 2: Geotechnical Design, Construction and Verification

Brown, Michael; id_orcid 0000-0001-6770-4836

Open publisher page 15 citations

Abstract

As there is still uncertainty in accurately predicting the performance of piled foundations based upon design calculations there remains a need to test piles. Several methods of pile testing are available some that have been in common usage for many years others that are relatively recent developments. Static pile testing is a well understood and simple test technique that has been in use for many years. This approach has the benefit of directly producing test results but is hindered by the increasing size of associated testing infrastructure as pile capacity increases. A recent variation of classic top down static testing is bi-directional testing which relies on the incorporation of a specialised loading jack or jacks in the pile shaft at some depth below ground surface. This technique has the ability to apply test loads that greatly exceed those possible in other pile test types. Alternative pile testing techniques come in the form of rapid and dynamic load tests that have the benefit of quick testing and reduced testing infrastructure but require more complicated analysis and interpretation techniques due to the rapid/dynamic nature of the tests.

About this research paper

What this paper is about

As there is still uncertainty in accurately predicting the performance of piled foundations based upon design calculations there remains a need to test piles. Several methods of pile testing are available some that have been in common usage for many years others that are relatively recent developments. Static pile testing is a well understood and simple test technique that has been in use for many years. This approach has the benefit of directly producing test results but is hindered by the increasing size of associated testing infrastructure as pile capacity increases. A recent variation of classic top down static testing is bi-directional testing which relies on the incorporation of a specialised loading jack or jacks in the pile shaft at some depth below ground surface. This technique has the ability to apply test loads that greatly exceed those possible in other pile test types. Alternative pile testing techniques come in the form of rapid and dynamic load tests that have the benefit of quick testing and reduced testing infrastructure but require more complicated analysis and interpretation techniques due to the rapid/dynamic nature of the tests.

Why it matters

OpenAlex reports 15 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

As there is still uncertainty in accurately predicting the performance of piled foundations based upon design calculations there remains a need to test piles. Several methods of pile testing are available some that have been in common usage for many years others that are relatively recent developments. Static pile testing is a well understood and simple test technique that has been in use for many years. This approach has the benefit of directly producing test results but is hindered by the increasing size of associated testing infrastructure as pile capacity increases. A recent variation of classic top down static testing is bi-directional testing which relies on the incorporation of a specialised loading jack or jacks in the pile shaft at some depth below ground surface. This technique has the ability to apply test loads that greatly exceed those possible in other pile test types. Alternative pile testing techniques come in the form of rapid and dynamic load tests that have the benefit of quick testing and reduced testing infrastructure but require more complicated analysis and interpretation techniques due to the rapid/dynamic nature of the tests.

Key concepts: Geotechnical engineering, Volume (thermodynamics), Geotechnical investigation, Geology, Engineering, Civil engineering, Physics, Quantum mechanics

Related papers

Back to paper searchBrowse research topicsOriginal source
ICE Manual of Geotechnical Engineering Volume 2: Geotechnical Design, Construction and Verification — Research Paper | ScholarLens