Engineering Geology Case Histories Number 5
Prepared by the Case Histories Committee for the Engineering Geology Division of the Geological Society of America, these histories are intended as reference material for the practicing geologist and for the college student. The fifth volume, edited by George A. Kiersch, contains the following papers: Landslide of Cerro Condo-Sencca, Department of Ayacucho, Peru; Removal of ripple rocks, Seymour Narrows, British Columbia, Canada; Earth dams in glacial terrain, Catskill Mountain region, New York; Geologic investigations for sources of large rubble; Relief wells on the Garrison Dam and Snake Creek embankment, North Dakota; Lithology and hydrology of radioactive waste-disposal sites, Savannah River Plant, South Carolina; Engineering geology of the Demirkopru Dam site, Salihli, Turkey.
Geologic Investigations For Sources of Large Rubble
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Published:January 01, 1964
Abstract
Rubble is large, irregular pieces of broken stone used as riprap and in the construction and maintenance of breakwaters, jetties, and rock-fill dams. Generally, rubble is quarried, but in special instances natural boulders are used. The engineering geologist is required to provide the design and estimating engineers with geologic and engineering data on rubble sources to facilitate the design of the structure. Geologic data are concerned with assessing the inherent structural features and durability of the rock, as well as site conditions, quantities, and quarrying characteristics. Engineering data include a plan for operation of the quarry consistent with the contractor’s experience, spoil facilities, transportation, utilities, and a large quarry-test shot to determine fragmentation. Service record of the site rock and those of similar sources are valuable guides in evaluating the rock. Laboratory tests on representative samples are a further means of evaluating a proposed site. The five case histories given of stone from widely separated quarries demonstrate that development of each quarry has specialized problems; methods of exploration cannot be stereotyped and must be tailored for the site; and evaluation of exploration results includes the use of engineering data.