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Compendium Deep Foundation, Part 2: Ground Improvement

Editat de Liebherr-Werk Nenzing Gmbh
en Limba Engleză Hardback – 14 feb 2024

The Compendium Deep Foundation (volumes I and II) has developed in a short time into the standard reference work in the field of deep foundation processes and machinery. The progressive development and innovation in process technology and machinery in recent years provided the impetus for the publication of a completely new reference book, the Compendium Deep Foundation. Numerous descriptive illustrations, high-quality renderings, and on-site photos supplement the descriptive text and should assist the understanding of the reader. The Compendium Deep Foundation is the result of a collaboration of engineers and technicians from contractors and machinery manufacturers and is based on technical regulations, current construction processes and extensive practical experience.

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Specificații

ISBN-13: 9783433032862
ISBN-10: 3433032866
Pagini: 312
Ilustrații: 250 farbige Abbildungen
Dimensiuni: 215 x 275 x 25 mm
Greutate: 1.63 kg
Editura: Ernst W. + Sohn Verlag
Locul publicării:Weinheim, Germany

Notă biografică

The Compendium is issued by Liebherr-Werk Nenzing GmbH. The authors possess a comprehensive knowledge of the market and have an extensive overview of current processes including the latest developments and well as personal experience from international practice.
Prof. Dr.-Ing. Markus Schönit is the head of the study programme "Civil Engineering - Project Management" at the Baden-Württemberg Cooperative State University in Mosbach and owner of the engineering office Schönit Engineering.
Dipl.-Ing. Peter Quasthoff is project engineer at Liebherr-Werk Nenzing GmbH responsible for the field of deep foundation process technology.

Cuprins

Wet soil mixing
Dry soil mixing
Cutter soil mixing
Applications of soil mixing processes
Vibro compaction with vibro-flot
Vibro compaction with vibratory hammer
Applications of vibro compaction processes
Dynamic compaction
Rapid impact compaction
Applications of dynamic and rapid impact compaction
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