Results 251 to 260 of about 22,321 (314)
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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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Learning with human and virtual instructors who display happy or bored emotions in video lectures
Computers in Human Behavior, 2021Richard E Mayer
exaly
Existential escape of the bored: A review of meaning-regulation processes under boredom
European Review of Social Psychology, 2021Andrew Bryan Moynihan +2 more
exaly