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Gotowe bibliografie tematyczne / Drilled concrete piles

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Artykuły w czasopismach

Gotowa bibliografia na temat „Drilled concrete piles”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 11 lutego 2022

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Artykuły w czasopismach na temat "Drilled concrete piles"

1

Burkovič, Kamil, Martina Smirakova, and Pavlina Matečková. "Testing and Modelling of Concrete Pile Foundations." Key Engineering Materials 738 (June 2017): 287–97. http://dx.doi.org/10.4028/www.scientific.net/kem.738.287.

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Foundation of building on concrete piles is often used when it is necessary to carry the load into larger depth as by common foundation. Bearing capacity of piles or piled raft foundation is wide area to research. This paper deals with experimental load test of concrete pile and with their numerical modelling. Several types of foundation construction were tested and two kinds will be presented and compared in this paper - reinforced concrete foundation slab and raft foundation (made of reinforced concrete foundation slab supported by drilled reinforced concrete pilot). These types of foundatio

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2

Sokolov, Nikolay. "An approach to increasing the load-bearing capacity of drilled injection piles." E3S Web of Conferences 274 (2021): 03016. http://dx.doi.org/10.1051/e3sconf/202127403016.

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The problem of strengthening weak or overloaded bases is an important objective of underground space development. It is especially urgent if there are alternating weak layers in the base. The paper presents a practical geotechnical case of strengthening the overloaded base of a reinforced concrete foundation plate for a 25-storey residential building under construction. Combined soil piles that consist of Jet (type 1) soil concrete piles reinforced along the longitudinal axis with drilled injection piles made by electric discharge technology (EDT piles) are used as buried structures. This meth

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3

Khan, M. Kamran, M. Hesham El Naggar, and Mohamed Elkasabgy. "Compression testing and analysis of drilled concrete tapered piles in cohesive-frictional soil." Canadian Geotechnical Journal 45, no. 3 (2008): 377–92. http://dx.doi.org/10.1139/t07-107.

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When pile driving is difficult and (or) economically not viable, cast-in-place piles are indispensable. Tapered piles, which have top cross-sections larger than the bottom cross-sections, have the potential for substantial advantages over conventional straight-sided piles. This paper investigates the construction and performance of innovative drilled concrete tapered piles. A full-scale pile load-testing program was conducted to evaluate the axial compressive capacity of drilled concrete tapered piles in frictional soil. One straight and three tapered augers were designed and manufactured to p

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4

Sheikh, Shamim A., and Michael W. O'Neill. "Long-term behavior of expansive concrete drilled shafts." Canadian Journal of Civil Engineering 13, no. 2 (1986): 213–17. http://dx.doi.org/10.1139/l86-029.

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The research reported here is a continuation of work reported earlier in which it was concluded that the use of expansive cement concrete increased the side resistance of drilled shafts (bored piles) in stiff clay by as much as 50% over that in normal concrete shafts and reduced the settlement by about 50%. The conclusions were based on tests conducted at a concrete age of about 2 months. A year and a half later, the three shafts (one made with normal concrete and two made with expansive concrete) were tested again and the same comparatively better behavior of expansive concrete shafts was obs

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5

Hidden, Scott, and Nariman Abar. "Predesign Foundation Load Test Program for US-17 (Wilmington) Bypass over Northeast Cape Fear River." Transportation Research Record: Journal of the Transportation Research Board 1736, no. 1 (2000): 19–23. http://dx.doi.org/10.3141/1736-03.

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The North Carolina Department of Transportation is currently conducting a predesign foundation load test for a new bridge over the Northeast Cape Fear River near Wilmington, North Carolina. The primary purpose of the load test program is to determine whether concrete piles can penetrate a very dense and cemented sand layer and what side friction and tip bearing capacities should be used for the design of the drilled piers. Significant cost savings could be realized if pile foundations instead of drilled piers could support the approach spans of the bridge. For this determination, three concret

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6

Khalili-Tehrani, Payman, Eric R. Ahlberg, Changsoon Rha, et al. "Nonlinear Load-Deflection Behavior of Reinforced Concrete Drilled Piles in Stiff Clay." Journal of Geotechnical and Geoenvironmental Engineering 140, no. 3 (2014): 04013022. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0000957.

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7

Zhao, Heng, Shuai Zhou, and Ming-hua Zhao. "Load transfer in drilled piles for concrete-rock interface with similar triangular asperities." International Journal of Rock Mechanics and Mining Sciences 120 (August 2019): 58–67. http://dx.doi.org/10.1016/j.ijrmms.2019.06.003.

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8

Park, Kyungho, Daehyeon Kim, Gyudeok Kim, and Wooyoul Lee. "Evaluation of the Pullout Behavior of Pre-Bored Piles Embedded in Rock." Materials 14, no. 19 (2021): 5593. http://dx.doi.org/10.3390/ma14195593.

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The subject of this study is dry process caisson tube method cofferdam (hereinafter called C.T cofferdam). This C.T cofferdam is designed to use the skin friction of the drilled shaft embedded into the rock for stability of buoyancy. A pre-bored pile embedded in the bedrock was pulled out due to the buoyancy of the C.T cofferdam at the pier (hereinafter called P) 2 of the OO bridges under construction, to which this was applied. In this study, in order to solve this problem, the adhesion force applied with the concept of skin friction and the pre-bored pile of drilled shaft according to domest

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9

Lee, Woojin, Won-Je Lee, Sang-Bae Lee, and Rodrigo Salgado. "Measurement of pile load transfer using the Fiber Bragg Grating sensor system." Canadian Geotechnical Journal 41, no. 6 (2004): 1222–32. http://dx.doi.org/10.1139/t04-059.

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A series of laboratory and field tests were performed to evaluate the applicability of an optical fiber sensor system in the instrumentation of piles. A multiplexed sensor system, constructed by arranging several Fiber Bragg Grating (FBG) sensors along a single line of optical fiber, is capable of measuring local axial strains as a function of wavelength shifts. The distributions of axial load in three model piles and a field test pile evaluated from the strains measured by FBG sensors are found to be comparable, in terms of both magnitude and trend, with those obtained from conventional strai

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10

Sheinin, V. I., A. M. Dzagov, E. S. Kostenko, et al. "Determining the Strength Characteristics of Concrete in Drilled Piles from Tests on Extracted Core Specimens." Soil Mechanics and Foundation Engineering 53, no. 2 (2016): 119–24. http://dx.doi.org/10.1007/s11204-016-9374-8.

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