Grouting Methods. This chapter discusses common grouting methods used in underground applications in both soil and rock. Jet, compaction, permeation, and hydrofracture grouting methods are frequently used in soft-ground excavations, whereas hard-rock
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BEARING CAPACITY OF SOILS U.S. Army Corps of Engineers U.S. Army Corps of Engineers No. 7 1993 / 145 pp. Permissions for Reuse
SOFT COVER — IN STOCK $41.00 List / $30.75 ASCE Member Shipping Info (http://ascelibrary.org/page/bookorderinginformation) Stock No. 997 / ISBN: 9780872629974
DESCRIPTION Technical Engineering and Design Guides, as adapted from the U.S. Army Corps of Engineers, No. 7 This U.S. Army Corps of Engineers engineering manual provides all the essential guidelines needed to determine allowable and ultimate bearing capacity of soils under shallow and deep foundations. Comprehensive in scope, the guide covers topics ranging from determining the length, number, and diameter of drilled shafts to in situ modeling of bearing pressures in shallow foundations. The principles presented are applicable to numerous types of structures, including buildings, houses, towers, storage tanks, fills, embankments, and dams. The first chapter presents definitions, failure modes, and factors that influence bearing capacity. The next chapter discusses nonload related design considerations such as frost action and soil erosion. Chapter 3 explores laboratory and in situ methods of determining soil parameters required. The last two chapters present an analysis of the bearing capacity of shallow foundations and deep foundations, respectively.
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