Concrete for Underground Structures by Robert J.F. Goodfellow

By Robert J.F. Goodfellow

Concrete is an important section of nearly each underground building venture. since it considerably affects either the sturdiness and price of a venture, proprietors, designers, and contractors are always challenged with designing and putting the concrete to fulfill their caliber criteria within the cheapest way.

Concrete for Underground buildings: directions for layout and Construction could make that job much more uncomplicated. rather than looking pages of scattered reference fabrics while writing requirements, this ebook is a one-source consultant that can assist you fast locate the solutions you need.

The first source of its sort, this functional nuts-and-bolts guide presents an voice in addition to suggestions for components of concrete program. you will get helpful insights into present most sensible practices for all facets of the layout and building of underground structural concrete.

Internationally revered authors learn 3 key functions: cast-in-place concrete, precast concrete segmental linings, and shotcrete. each one bankruptcy addresses the diversities among aboveground and underground use. a few of the sorts of concrete admixtures also are mentioned, and pattern necessities for every are included.

Concrete for Underground Structures is an integral source for veterans in addition to a tutorial software should you are new to the profession.

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Extra resources for Concrete for Underground Structures

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The concrete placed in an arch form typically will not fall but will flow down the arch as a mass. Once the toe is built up, the concrete is typically advanced as a sloping mass toward the bulkhead with no segregation. Use of elephant trunks (thin wall, flexible, concrete placement hoses) to place concrete behind the form is not a workable solution since they often break free, are difficult if not impossible to retrieve, and therefore can become cast into the concrete. If there is a dispute about free fall and segregation, the contractor should be allowed to demonstrate through a field trial that the placement method is satisfactory.

Not placing enough concrete will leave a void at the top arch, while placing even a little bit too much concrete will blow the vertical bulkhead out. Special care must be taken when injecting concrete into a tunnel form that is set between two previously placed concrete arches (such as in a closure placement). If the cavity outside the form © 2011 by the Society for Mining, Metallurgy, and Exploration. All rights reserved. Electronic edition published 2011. 26 CONCReTe FOR UNDeRgROUND STRUCTUReS is overpressurized with concrete, there is no bulkhead on either end of the form that can give way.

Modern maturity meters are downloadable to a portable computer. The instrumented cylinder and the other cylinders are all cured under the same conditions, and the cylinders are broken in pairs or triplets during the strength/ time interval of interest to the project. The maturity number is noted at the time of cylinder breaks. Using the test information, a strength maturity curve is established. Special handling is required when testing concrete cylinders at very early ages of 8 to 24 h. The cylinders have to be slit open instead of using a cylinder mold splitting tool.

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