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VSL - Segmental Bridge Construction Techniques - 2012
Author(s): Bob Sward
Published By:VSL
Published Year:2012
Size: 5.08 MB
Quality:Original Preprint
Abstract: Segmental Bridge Construction Techniques Presented by: Bob Sward 2012 PTI Convention Nashville, TN May 7, 2012
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BEARING CAPACITY OF PILE FOUNDATIONS BASED ON CPT RESULTS IN ACCORDANCE TO POLISH STANDARDS AND EUROCODE 7
Author(s): Bartlomiej Czado, Bogumil Wrana
Published By:AGH Journal of Mining and Civil Engineering
Published Year:2012
Size: 46.10 MB
Quality:Original Preprint
Abstract: The results of the cone penetration test (CPT) are widely applicable in calculations of bearing capacity of foundation piles [1]. During the test two basic parameters were measured:
cone tip resistance qc and shaft friction fs.
The results may be used indirectly — in the first stage for the soil properties recognition (determination of the soil names), then for the determination of soil density or consistency parameters ID and IL and in particular soil strata. This approach may be applied to the pile design in accordance with Polish Standard PN-83/B-02482 [4] as soil type and the density/consistency parameter value are in this case the basis for the determination of soil unit resistances.
On the other hand, the possibility of the direct use of the CPT results for thedetermination
of compressive resistance of an axially loaded single pile is described in Part 2 of the
Eurocode 7 [7], concerning ground investigation and testing procedures.
Examples of calculating methods are presented in Annexes D.6 and D.7 of this standard.
For those methods a precise recognition of soil type is not necessary.
The results of the cone penetration test in the procedure of Polish Standards can be used for the isolation of soil zones in which measured parameters have similar values.
This leads to relatively precise soil classification (determination of soil name) and separation of the geotechnical strata.
For this purpose a modified Robertson’s chart [2] is used, which has been adapted for Polish soil names in the PN-B-04452:2002 standard [5] (Fig. 1).
Polish Standard presents correlation formulas to assess the CPT tip penetration resistance qc based on the values of ID or IL.
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Attached is also the reference standard; the method is very used in central-eastern Europe for the design of deep foundations and sheet-pile walls.
Report from Mayne and Kulhawy (1990) may be used to estimate the values of the effective internal friction angle and of the effective cohesion in the framework of the Mohr-Coulomb failure criterion.
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Does anyone have a copy of this for the 2012 IBC or 2016 CBC? Thanks
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AutoDesk River and Flood Analysis Module for AutoCAD Civil 3D 2018
Size: 87 MB
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ITA Tech - Guidance for Fibre reinforced Concrete Segments Vol. 1 - Design Aspects
Author(s)/Editor(s): C. Eberle, S. Psomas, D. Ruckstuhl, A. Thomas | Size: 1.951 MB | Format:PDF | Quality:Original preprint | Publisher: ITA | Year: 2016 | pages: 48 | ISBN: 9782970101321
The ITA official guidelines for the design of fibre-reinforced tunnel segmental linings (largely based on the contents of ACI 344.7R-16).
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Modeling Steel and Composite Structures explains the computational tools, methods and procedures used to design steel and composite structures. The reference begins with the main models used to determine structural behavior. This is followed by a detailed description of experimental models and their main requirements and care. Numerous simulations presenting non-linear response are illustrated as are their restrictions in terms of boundary conditions, main difficulties, solution strategies and methods adopted to surpass convergence difficulties. In addition, examples of the use of computational intelligence methods to simulate steel and composite structures response are presented.
Includes numerical models based in the finite element method
Provides numerous simulations, presenting a non-linear response
Contains examples of the use of computational intelligence methods to simulate steel and composite structures
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