Impe william (35 résultats)

Etat : New. This is a Brand-new US Edition. This Item may be shipped from US or any other country as we have multiple locations worldwide.

hardcover. Etat : 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.

Etat : New.

Etat : As New. Unread book in perfect condition.

hardcover. Etat : Very Good. Tight binding. Clean unmarked covers. Light pencil notations and hi-lighting in first 3 chapters. Otherwise almost like new. Unopened CD-ROM included.Earthlight Books is a family owned and operated, independent bookstore serving Walla Walla, Washington since 1973.Thank you for supporting Earthlight Books and independent booksellers.…

Etat : New.

Hardcover. Etat : new. Hardcover. Ground improvement is an established technique in foundation engineering. In recent decades, modern methods of ground improvement have utilised explosives, impact energy, thermal treatment of the soil, vacuum consolidation, vibratory compaction technologies, stabilization and solidification of soft soils, as well as combined systems of ingenious grouting systems and deep mixing technique. Internationally, deep mixing techniques are often the chosen method for dealing with increasingly-demanding foundation problems. Initial experiences, using inventive new developments of soft soil deep mixing technologies and various advanced high pressure mixing methods, have proved successful both onshore and offshore. This publication illustrates a challenging example, sited in the Port of Antwerp, Belgium, of the design and construction of a large underwater embankment on very soft soil. This text will be a valuable reference case history for the geotechnical engineer, both from the academic's as well as from the practitioners point of view. Intended for the geotechnical engineers, this book presents a case history comprising the challenging design, construction and continuous monitoring of a partially submerged 27m high sand embankment on 8m of very soft soil in the harbor of Antwerp. Shipping may be from multiple locations in the US or from the UK, depending on stock availability. …

Etat : New. pp. 151 1st Edition.

Etat : As New. Unread book in perfect condition.

Etat : New. Intended for the geotechnical engineers, this book presents a case history comprising the challenging design, construction and continuous monitoring of a partially submerged 27m high sand embankment on 8m of very soft soil in the harbor of Antwerp. Num Pages: 151 pages, black & white illustrations, colour illustrations, maps, figures. BIC Classification: TN. Category: (P) Professional & Vocational; (UP) Postgraduate, Research & Scholarly; (UU) Undergraduate. Dimension: 241 x 162 x 13. Weight in Grams: 430. . 2007. 1st Edition. hardcover. . . . .…

Etat : New.

Etat : New. In English.

Etat : New. Intended for the geotechnical engineers, this book presents a case history comprising the challenging design, construction and continuous monitoring of a partially submerged 27m high sand embankment on 8m of very soft soil in the harbor of Antwerp. Num Pages: 151 pages, black & white illustrations, colour illustrations, maps, figures. BIC Classification: TN. Category: (P) Professional & Vocational; (UP) Postgraduate, Research & Scholarly; (UU) Undergraduate. Dimension: 241 x 162 x 13. Weight in Grams: 430. . 2007. 1st Edition. hardcover. . . . . Books ship from the US and Ireland.…

Hardback. Etat : New. New copy - Usually dispatched within 4 working days.

Gebunden. Etat : New. William F. Van Impe, R. Daniel Verastegui FloresGround improvement is an established technique in foundation engineering. In recent decades, modern methods of ground improvement have utilised explosives, impact energy, thermal treatment of the soil, .

Hardback. Etat : New. The complexities of designing piles for lateral loads are manifold as there are many forces that are critical to the design of big structures such as bridges, offshore and waterfront structures, and retaining walls. The loads on structures should be supported either horizontally or laterally or in both directions and most structures have in common that they are founded on piles. To create solid foundations, the pile designer is driven towards finding the critical load on a certain structure, either by causing overloaded or by causing too much lateral deflection.This third edition of Single Piles and Pile Groups Under Lateral Loading explores and explains design and analysis procedures for laterally loaded piles and pile groups, accounting for the nonlinear soil resistance, as related to the lateral deflection of the pile. It addresses the analysis of piles of varying stiffness installed into soils and rock formations with a variety of characteristics, accounting for the axial load at the top of the pile and for the rotational restrain of the pile head. The presented method using load-transfer functions is currently applied in practice by thousands of engineering offices in the world. Moreover, various experimental case design examples are given to complement theory. The rich list of relevant publications will serve the user for further reading.Numerous developments have taken place in the years since the second edition was published. Hence, new features in this third edition have been added, and it includes new chapters on p-y criteria for crushable soils and rock formations, and a chapter on new challenges in analysis and design of monopiles for offshore wind turbine foundations and drilled piers with large-diameters. Additional subjects treated include updated group reduction factors on the behavior of pile groups with a large number of piles, and the substructure method which is used in current engineering practices for laterally-loaded piles under dynamic loading.Designed as a textbook for senior undergraduate/graduate student courses in pile engineering and foundation engineering and related subject areas, this third edition of Single Piles and Pile Groups Under Lateral Loading is also aimed at professionals in civil and mining engineering and in applied earth sciences.…

Hardcover. Etat : Brand New. 1st edition. 138 pages. 9.50x6.50x0.50 inches. In Stock.

Hardcover. Etat : Brand New. 3rd edition. 536 pages. 9.68x6.87x9.61 inches. In Stock.

Etat : New. pp. 532 1st Edition.

Hardcover. Etat : new. Hardcover. Ground improvement is an established technique in foundation engineering. In recent decades, modern methods of ground improvement have utilised explosives, impact energy, thermal treatment of the soil, vacuum consolidation, vibratory compaction technologies, stabilization and solidification of soft soils, as well as combined systems of ingenious grouting systems and deep mixing technique. Internationally, deep mixing techniques are often the chosen method for dealing with increasingly-demanding foundation problems. Initial experiences, using inventive new developments of soft soil deep mixing technologies and various advanced high pressure mixing methods, have proved successful both onshore and offshore. This publication illustrates a challenging example, sited in the Port of Antwerp, Belgium, of the design and construction of a large underwater embankment on very soft soil. This text will be a valuable reference case history for the geotechnical engineer, both from the academic's as well as from the practitioners point of view. Intended for the geotechnical engineers, this book presents a case history comprising the challenging design, construction and continuous monitoring of a partially submerged 27m high sand embankment on 8m of very soft soil in the harbor of Antwerp. Shipping may be from our Sydney, NSW warehouse or from our UK or US warehouse, depending on stock availability. …

Hardback. Etat : New. The complexities of designing piles for lateral loads are manifold as there are many forces that are critical to the design of big structures such as bridges, offshore and waterfront structures, and retaining walls. The loads on structures should be supported either horizontally or laterally or in both directions and most structures have in common that they are founded on piles. To create solid foundations, the pile designer is driven towards finding the critical load on a certain structure, either by causing overloaded or by causing too much lateral deflection.This third edition of Single Piles and Pile Groups Under Lateral Loading explores and explains design and analysis procedures for laterally loaded piles and pile groups, accounting for the nonlinear soil resistance, as related to the lateral deflection of the pile. It addresses the analysis of piles of varying stiffness installed into soils and rock formations with a variety of characteristics, accounting for the axial load at the top of the pile and for the rotational restrain of the pile head. The presented method using load-transfer functions is currently applied in practice by thousands of engineering offices in the world. Moreover, various experimental case design examples are given to complement theory. The rich list of relevant publications will serve the user for further reading.Numerous developments have taken place in the years since the second edition was published. Hence, new features in this third edition have been added, and it includes new chapters on p-y criteria for crushable soils and rock formations, and a chapter on new challenges in analysis and design of monopiles for offshore wind turbine foundations and drilled piers with large-diameters. Additional subjects treated include updated group reduction factors on the behavior of pile groups with a large number of piles, and the substructure method which is used in current engineering practices for laterally-loaded piles under dynamic loading.Designed as a textbook for senior undergraduate/graduate student courses in pile engineering and foundation engineering and related subject areas, this third edition of Single Piles and Pile Groups Under Lateral Loading is also aimed at professionals in civil and mining engineering and in applied earth sciences.…

Hardcover. Etat : 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.

Etat : New.

Etat : New.

Etat : As New. Unread book in perfect condition.

Etat : As New. Unread book in perfect condition.

Etat : New. pp. 358.

Etat : New. William F. Van Impe, Peter van ImpeAlthough progressing very well over the last years, the design criteria for bored and auger piles are still not fully under control and in acceptable synergism with the real pile foundation behaviour. Although there.

Etat : New. pp. 358.

Buch. Etat : Neu. Neuware - Although progressing very well over the last years, the design criteria for bored and auger piles are still not fully under control and in acceptable synergism with the real pile foundation behaviour. Although there has been a lot of research in the past years worldwide on deep foundation engineering, the strong and competitive market has absolutely favorized the ingenuity of the contractora (TM)s world. A striking example of this is of such developments linked ideas on energy piles; one of the key topics in this book. This book presents the current status of screw or bore pile-soil interaction findings and developments.…