Holscher michael (83 résultats)

Etat : very_good. Gently read. May have name of previous ownership, or ex-library edition. Binding tight; spine straight and smooth, with no creasing; covers clean and crisp. Minimal signs of handling or shelving. 100% GUARANTEE! Shipped with delivery confirmation, if you're not satisfied with purchase please return item! Ships USPS Media Mail.…

Softcover. Etat : Gut. 2. Auflage. 118 S. Ehem. Bibliotheksexemplar mit Signatur und Stempel. GUTER Zustand, ein paar Gebrauchsspuren. Ex-library with stamp and library-signature. GOOD condition, some traces of use. AB-6215 3403023036 Sprache: Deutsch Gewicht in Gramm: 350.

Etat : As New. Unread book in perfect condition.

Podszun Verlag, Brilon, 2005. 141 S. mit zahlreichen Abb., kartoniert--- 526 Gramm.

Etat : New. pp. 118.

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Etat : New. pp. 118.

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Etat : As New. Unread book in perfect condition.

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Paperback. Etat : New.

Etat : New. pp. 118.

Etat : New. In English.

Paperback. Etat : 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. …

Etat : As New. Unread book in perfect condition.

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

Paperback. Etat : 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. …

Etat : New.

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Etat : As New. Unread book in perfect condition.

Etat : As New. Unread book in perfect condition.

Etat : New. pp. 118.

Gebunden. Etat : New. Paul Hoelscher is a specialist in the application of soil dynamics to practical problems in urban engineering. He obtained his doctorate from Delft University of Technology on the dynamic behaviour of dry and saturated soil. In his 25-yea.

Hardcover. Etat : Brand New. 1st edition. 150 pages. 10.00x6.85x0.51 inches. In Stock.

Etat : New. pp. 118.

Hardcover. Etat : guter Zustand. 151 (1) S., OHalbleinen mit original Schutzumschlag, 19,3 cm, privater Eintrag im Vorsatz, sonst sehr gut erhalten. Buch.

PF. Etat : New.

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