Paul holscher (67 risultati)

Condizione: Fine. Softcover, [xiv], 178 pages. Fine condition. Size 9.5"x6.5". "A general description of the dynamics of porous media is given and discussed. Analytical solutions near interfaces are derived using Fourier transform. A finite element program, 'Titan', is developed, which links the phenomena of wave-propagation and consolidation. Non-linear behaviour of the skeleton is taken into account. A pile-driving simulator, a full-scale pile-driving test and a dynamical photoelastic experiment using oil-saturated crushed glass are described. The dynamical behaviour of a breakwater under wave-impact and the pile-driving simulator experiment are calculated using the finite element program Titan." Book has very light exterior shelfwear, else As New, clean and unmarked.…

Paperback. Condizione: New. Brand new book, sourced directly from publisher. Dispatch time is 7-8 days from our warehouse. Book will be sent in robust, secure packaging to ensure it reaches you securely.

Condizione: New.

Condizione: As New. Unread book in perfect condition.

Paperback. Condizione: New. Brand new book, sourced directly from publisher. Dispatch time is 7-8 days from our warehouse. Book will be sent in robust, secure packaging to ensure it reaches you securely.

Condizione: New.

Condizione: New.

Condizione: New.

Paperback / softback. Condizione: New. New copy - Usually dispatched within 4 working days.

Condizione: As New. Unread book in perfect condition.

Condizione: New. 1st edition NO-PA16APR2015-KAP.

Condizione: As New. Unread book in perfect condition.

Condizione: New.

Condizione: New. pp. 118.

Condizione: New.

Paperback / softback. Condizione: New. New copy - Usually dispatched within 4 working days.

Condizione: New. pp. 118.

Condizione: As New. Unread book in perfect condition.

Condizione: New.

Condizione: New. pp. 118.

Condizione: New. In English.

Kartoniert / Broschiert. Condizione: New. Paul Hoelscher, Frits van TolTo obtain data about the stiffness and bearing capacity of a foundation pile, the Rapid Load Test could be an effective and economic alternative for a static load test. In order to judge this, the influence of rate eff.

Paperback. Condizione: New. 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 1-3Interpretation with additional background information about the possibilities and limitations, chapters 4-8The 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.…

Paperback. Condizione: Brand New. 200 pages. 9.68x6.85x0.63 inches. In Stock.

Taschenbuch. Condizione: Neu. Neuware.

Paperback. Condizione: Brand New. 118 pages. 9.69x6.85x0.32 inches. In Stock.

Condizione: New. pp. 200.

Paperback. Condizione: New. 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 1-3Interpretation with additional background information about the possibilities and limitations, chapters 4-8The 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.…

HRD. Condizione: New. New Book. Shipped from UK. Established seller since 2000.

Condizione: New.