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Author: Kenneth D. Weaver
Publisher: Amer Society of Civil Engineers
Published: 1991-01-01
Total Pages: 178
ISBN-13: 9780872627925
DOWNLOAD EBOOKWeaver investigates and critically reviews the most current grouting practices in the US and internationally. His presentation concentrates on practical issues, such as the factors affecting grouting effectiveness, design considerations, equipment, supervision and inspection of grouting, materials a
Author: Kenneth D. Weaver
Publisher:
Published: 1970
Total Pages: 70
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Army. Office of the Chief of Engineers
Publisher:
Published: 1949
Total Pages: 112
ISBN-13:
DOWNLOAD EBOOKAuthor: A. C. Houlsby
Publisher: John Wiley & Sons
Published: 1991-01-16
Total Pages: 476
ISBN-13: 9780471516293
DOWNLOAD EBOOKProvides exhaustive coverage of cement grouting in rock foundations, outlining all types of cement grout, comparing their suitabilities and describing various ways cement grouting is used in engineering construction. Written and arranged in an easy-to-read manner, the book is arranged as a reference manual with numerous cross-references. Step-by-step explanations on grouting techniques are given in considerable detail and written with both the novice and experienced practitioner in mind. Also covers advanced technology, including the current state of computer use in grouting operations; the latest grouting materials such as microfine; and the use of superplasticizers in cement grout. Chapters are arranged from elementary to advanced technology.
Author: Robin Fell
Publisher: CRC Press
Published: 2014-11-21
Total Pages: 1374
ISBN-13: 0203387317
DOWNLOAD EBOOKThis book provides a comprehensive text on the geotechnical and geological aspects of the investigations for and the design and construction of new dams and the review and assessment of existing dams. The book provides dam engineers and geologists with a practical approach, and gives university students an insight into the subject of dam engineering. All phases of investigation, design and construction are covered, through to the preliminary and detailed design phases and ultimately the construction phase. This revised and expanded 2nd edition includes a lengthy new chapter on the assessment of the likelihood of failure of dams by internal erosion and piping.
Author: Friedrich-Karl Ewert
Publisher: Springer
Published: 2018-08-11
Total Pages: 0
ISBN-13: 9783319877044
DOWNLOAD EBOOKThis book focuses on the permeability of the foundation of dams, how to determine their state and how to tighten permeable rock to achieve safe foundations for large dams. It includes theoretical fundamentals as well as lessons learned in their application in practical construction work in eminent projects. It also discusses aspects such as the permeability of the rock mass at the dam site, including the hydraulic characteristics of water conducting openings and their effect on the reliability of water pressure test (WPT) results; the influence of particular geological factors on the hydrogeological regime at the site, as well as the hydrofracturing behavior and individual groutability; and the relationship between quantities of grout takes and the degree of impermeabilization.
Author: Donald C. Hegebarth
Publisher: SME
Published: 2013
Total Pages: 137
ISBN-13: 0873353676
DOWNLOAD EBOOKPressure grouting is an essential construction procedure that is practiced by contractors and engineers around the world. Used since the 19th century, grouting reduces the amount of leakage through rock for dam foundations and underground works. It also strengthens soils to provide a stable foundation to support the weight of surface structures, such as buildings, bridges, and storage tanks. In addition, it is frequently used to repair deteriorated concrete and to produce concrete underwater. This manual introduces various types of equipment employed in pressure grouting applications performed in geotechnical works and examines the operating principles and maintenance issues relative to each equipment type. The term pressure grouting encompasses a wide variety of applications and operations, including dam foundation grouting, soil stabilization and permeation, consolidation and compaction grouting (except low-mobility), water cutoff and structural stabilization in rock tunnels, deep foundations via drilled piers, underwater concrete, structural concrete repairs, raising of settled slabs and structures, rock and soil anchors, and machine foundations and bases. The applications for pressure grouting operations are almost limitless, as the equipment can be employed anywhere fluid grout can be used. Primarily intended for machine operators and maintenance mechanics, this manual will also prove useful to specification writers, engineers, contractors, purchasing managers, and others who have a responsibility to specify, acquire, operate, or maintain pressure grouting equipment. Topics covered include mixers, agitators, pumps, delivery systems and accessories, but not electronic monitoring and other ancillary equipment.
Author: Donald A. Bruce
Publisher:
Published: 2012
Total Pages: 0
ISBN-13: 9780784412350
DOWNLOAD EBOOKGSP 228 contains contains 189 peer-reviewed papers focusing on the science and technology of grouting that were presented at the Fourth International Conference on Grouting and Deep Mixing, held in New Orleans, Louisiana, February 15-18, 2012.
Author: Ronald J. Bard
Publisher:
Published: 1979
Total Pages: 44
ISBN-13:
DOWNLOAD EBOOKAuthor: Friedrich-Karl Ewert
Publisher: Springer Science & Business Media
Published: 2012-12-06
Total Pages: 437
ISBN-13: 3642510116
DOWNLOAD EBOOKFifteen years have passed since I was working at a dam site super vising grouting work. That was not the first time that I had to car ry out engineering geological investigations for several similar projects, which always included testing programmes to find out the permeability of the rock, and often I was in charge of grouting work. It thus attracted my attention when this particular grouting programme did not run as intended: most of the grout holes took only very little grout! It could not be the aim of the invested work simply to drill holes and fill them again without bringing about any further improvement. Fortunately, I had the chance to be en gaged in many other grouting programmes in the following years and used all these examples to analyse as thoroughly as possible the permeability of the rocks being treated in view of their grout ability. The more I studied, the stronger my conviction grew that our rules which had decided the grouting of rock for many de cades should be developed further, and therefore I occupied my self with contributing some ideas for a new basis to investigation and judgment of permeability of rock and for a more adequate application of this technology.
