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Rapid Load Testing on Piles - Interpretation Guidelines (Paperback)
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Rapid Load Testing on Piles - Interpretation Guidelines (Paperback)
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A Rapid Load Test (RLT), developed to determine the initial
stiffness and bearing capacity, is an economical and practical
alternative to a Static Load Test (SLT). The broad application of
RLT, however, was hampered by uncertainty about the interpretation
of the test results. This book offers clear guidance on the
available analysis techniques and their reliability. The guidelines
were related to an international standard that is drawn up by CEN
and can be used in two ways: Straightforward interpretation of test
results, chapters 1-3 Interpretation with additional background
information about the possibilities and limitations, chapters 4-8
The guidelines were drawn up by the Dutch CUR-committee on rapid
load testing on piles. Chapters 1 and 2 deal with the practical
execution of the test and the presentation of the results. Chapter
3 gives a general overview of existing interpretation methods and
refers to step-by-step descriptions of the two advised
interpretation methods. The aspects that are important for the
interpretation are discussed in chapter 4, also showing that the
inertia of the pile should be taken into account. In clay soil the
rate effect (the dependency of strength and stiffness on loading
rate) is also of importance, whereas in sand and silt the
generation of pore water pressures during an RLT plays a role. The
velocity of the RLT is such that the reaction of sand and silt
might be considered as partially drained. These guidelines indicate
how these effects can be compensated to obtain the static
resistance in the final results. Chapter 5 presents two
interpretation methods (a method for piles in sand, gravel, silt
and piles on rock and a method for piles in clay). For practical
use, the methods are described in a step-by-step scheme in an
appendix.
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