| Document Type
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BL
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| Record Number
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756699
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| Doc. No
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b576662
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| Main Entry
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Paul Hölscher ... [et al.].
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| Title & Author
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Rapid load testing on piles : : interpretation guidelines\ Paul Hölscher ... [et al.].
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| Publication Statement
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Boca Raton ; Leiden : CRC Press, ©2012.
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| Series Statement
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Report, 230.
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| Page. NO
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108 p. : illustrations ; 26 cm
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| ISBN
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0203145887
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: 0415695201
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: 9780203145883
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: 9780415695206
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| Notes
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A Balkema book.
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| Contents
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PrefaceSummary 1 Introduction and scope of the guidelines2 Test execution and test results 3 General overview of interpretation methods 3.1 Introduction 3.2 Relevant aspects for the interpretation3.2.1 Inertia effects3.2.2 Rate effects3.3 Description of interpretation methods3.3.1 General3.3.2 Choice of method3.3.3 Short description of the Unloading Point Method3.3.4 Short description of the Sheffield method3.3.5 Methods with more degrees of freedom3.4 Safety approach4 Theoretical aspects4.1 Introduction4.2 The inverse problem4.3 Dynamic effects4.3.1 Inertial effects for closed piles4.3.2 Inertial effects for open ended pipe piles4.3.3 Damping effects4.4 Rate effects4.4.1 General meaning of rate effect4.4.2 Measuring and modelling the rate effect4.4.3 Constitutive rate effect in dry sand4.4.4 Rate effect in clay4.4.5 Pore water pressures in saturated sand4.5 Combined effects5 Interpretation methods5.1 Introduction5.2 Unloading point method5.2.1 Definition of the method5.2.2 Measurement / estimation of required parameters5.2.3 Example of the application5.3 Method developed at Sheffield5.3.1 Definition of the method5.3.2 Measurement or estimation of required parameters6 Safety approach6.1 Method6.2 Partial factors7 Special aspects7.1 Open-ended piles7.2 Influence of pile installation7.3 Layered soils7.4 Other aspects8 Symbols and definitions8.1 Symbols8.2 Definitions
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| Abstract
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De toepassing van snelle paaltesten wordt belemmerd door discussie over de interpretatie van de testresultaten. Deze richtlijn geeft duidelijkheid bij de interpretatie van testmethoden voor palen in klei en in zand. De kennis wordt op twee niveaus toegankelijk gemaakt: een eerste niveau met basiskennis en een tweede niveau met achtergrondkennis. Hiermee kunnen snelle paaltesten in bijzondere situaties worden begrepen.
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| Subject
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bouwkundige metingen.
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| Subject
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grondmechanica.
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| Subject
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Piling (Civil engineering) -- Testing.
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| LC Classification
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TA780.P385 2012
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| Added Entry
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et al
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Paul Hölscher
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