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Energy pile performance and preventing ground freezing
, 2012 Amis, A., Loveridge, F.A., Powrie, W.
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Comparison of Pile Slab with Spun Pile and Bored Pile
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID), 2023Terdapat tiga konsep desain oprit jembatan yang berbeda pada saat mendesain jembatan layang Deltamas di Kota Bekasi, yaitu slab on spun pile, slab on bored pile, dan slab on bored pile. Dengan adanya variasi pilihan desain tersebut, analisis detail pergerakan struktur harus dilakukan sebelum rencana struktur oprit jembatan layang Deltamas dapat dibuat.
Amalia Putri Suryanti +2 more
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Batiment International, Building Research and Practice, 1976
Cast in-situ bored piles of a special type developed at the Central Building Research Institute, Roorkee, India, have proved particularly useful for loose soils with a high water table as well as in other situations. Their construction and applications are described in this article.
Dinesh Mohan, G. S. Jain, M. P. Jain
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Cast in-situ bored piles of a special type developed at the Central Building Research Institute, Roorkee, India, have proved particularly useful for loose soils with a high water table as well as in other situations. Their construction and applications are described in this article.
Dinesh Mohan, G. S. Jain, M. P. Jain
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1976
Piled foundations constitut the most commonly applied system of providing a suitable base on ground of poor bearing capacity for heavy buildings and other important structures, like bridges, towers, quay walls, jetties etc. Broadly speaking, piles fall into two main categories, namely preformed and cast-in-situ. For preformed piles, reinforced concrete,
Günter Wallnig, Harry Evered
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Piled foundations constitut the most commonly applied system of providing a suitable base on ground of poor bearing capacity for heavy buildings and other important structures, like bridges, towers, quay walls, jetties etc. Broadly speaking, piles fall into two main categories, namely preformed and cast-in-situ. For preformed piles, reinforced concrete,
Günter Wallnig, Harry Evered
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Behaviour of bored piles in sand
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1974The paper presents the results of load tests on instrumented bored piles. Field measurements of load transfer in sand were made and design criteria are suggested for computing the tip and the side resistance of bored piles in sand as a function of soil properties.
Fadlo T. Touma, Lymon C. Reese
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2005
Piling is one of the most necessary and powerful construction techniques applied in geotechnical engineering. The efficiency of bored piles (where soil is retrieved) and screwed piles (where soil is displaced) results from the interaction between the performance of the drilling equipment and the modifications created by the drilling process to the soil
Katzenbach R., Schmitt A.
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Piling is one of the most necessary and powerful construction techniques applied in geotechnical engineering. The efficiency of bored piles (where soil is retrieved) and screwed piles (where soil is displaced) results from the interaction between the performance of the drilling equipment and the modifications created by the drilling process to the soil
Katzenbach R., Schmitt A.
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1966
This title is part of the ICE Publishing complete digital collection - helping ensure access to essential engineering content from past to present. Proceedings of a symposium organized with the Reinforced Concrete Association held in February 1966 This title is not currently available in print.
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This title is part of the ICE Publishing complete digital collection - helping ensure access to essential engineering content from past to present. Proceedings of a symposium organized with the Reinforced Concrete Association held in February 1966 This title is not currently available in print.
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Simulation of bored pile construction
Proceeding of the 2001 Winter Simulation Conference (Cat. No.01CH37304), 2002The installation of pile foundations is complicated by an enormous number of problems. They include unseen subsurface obstacles, lack of contractor experience, and site planning. These major problems and other minor ones make it difficult for the estimator to evaluate the piling project productivity and cost. Therefore, this study is designed to assess
T.M. Zayed, D.W. Halpin
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Some Experiences with Bored Piling
Journal of the Soil Mechanics and Foundations Division, 1967Some reasons for necking and waisting of bored piles in weathered inplace soils are given. Results of Van Weele’s tests are compared with pullout tests to determine skin friction. Results of lateral load tests on vertical piles are described. Van der Veen’s method of ultimate load determination was found satisfactory for simple compression tests ...
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