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Bored piles
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This paper provides guidelines for how to covert the strain to load as well as to validate design prediction and base on monitoring data collected during loading could provide sufficient in true/ exact load distribution to recorrect/modify ultimate load as well as size of pile.
7p
viellison
06-05-2024
3
1
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Part 1 of ebook "Pile design and construction rules of thumb (Second edition)" includes the following main contents: Chapter 1 - Site investigation and soil conditions; Chapter 2 - Geophysical methods; Chapter 3 - Groundwater; Chapter 4 - Foundation types; Chapter 5 - Pile types; Chapter 6 - Selection of piles; Chapter 7 - Static and dynamic analysis; Chapter 8 - Design of driven piles; Chapter 9 - Design of bored piles;...
154p
khuynhlinhnguyet1009
05-04-2024
3
1
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In this study, construction sequence and prediction of axial bearing capacity of M-pile on cohesive soil were introduced. M-pile analysis used with outer diameter of 318.5 mm and thickness of 12.7 mm. The analysis results show that the ultimate bearing capacity prediction of M-pilein soft clay soil considerably increase compared with bored and cast-in-place piles with the same diameter and depth thanks to multiple blades welded along the pile shaft.
8p
viberkshire
09-08-2023
4
3
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Ebook "Pile foundation analysis and design" present a consistent theoretical approach to the prediction of pile deformation and load capacity; present parametric solutions for a wide range of cases; demonstrate how such solutions can be used for design purposes; review the applicability of these approaches to practical problems.
410p
dieptieuung
19-07-2023
26
3
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Part 1 of ebook "Building construction handbook (8th edition)" provide readers with content about: component parts and functions; building survey; HIPs/energy performance certificates; imposed floor loads; construction regulations; CDM regulations; site works; tubular scaffolding and scaffolding systems; builders plant; substructure;... Please refer to the part 1 of ebook for details!
333p
langmongnhu
14-12-2022
17
3
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This paper applies Monte Carlo simulation method to estimate the reliability of bored pile for designing problem at “Tax Office of Phu Nhuan District”. Surveyed random variables are physico-mechanical properties of soil and loads are assumed that they follow the normal distribution. Limit state functions developed from design requirements of Ultimate limit state (ULS) and Serviceability limit state (SLS).
9p
vithomasedison2711
14-08-2019
18
0
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