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<br />EM 1110-2-1913 <br />31 Mar 78 <br /> <br />. <br /> <br />general sample borings are selected based on Phase 1 results. Undis- <br />turbed sample borings are located where data on soil shear strength are <br />most needed, The best procedure is to group the foundation profiles <br />developed on the basis of geological studies and exploration into <br />reaches of similar conditions and then locate undisturbed sample borings <br />so as to define soil properties in critical reaches, <br /> <br /> <br />b. Depth, Depth of borings along the alignment should be at <br />least equal to the height of levee but not less than 10 ft, Boring <br />depths should always be deep enough to provide data for stability anal- <br />yses of the levee and foundation. This is especially important when the <br />levee is located near the riverbank where borings must provide data for <br />stability analyses involving both levee foundation and riverbank. Where <br />pervious or soft materials are encountered, borings should extend <br />through the permeable material to impervious material or through the <br />soft material to firm material, Borings at structure locations should <br />extend well below invert or foundation elevations and below the zone of <br />significant influence created by the load, Tne borings must be deep <br />enough to permit analysis of approach and exit channel stability and of <br />underseepage conditions at the structure. In borrow areas, the depth of <br />exploration should extend several feet below the practicable or allow- <br />able borrow depth or to the groundwater cable. If borrow is to be ob- <br />tained from below the groundwater table by dredging or other means, <br />borings should be at least 10 ft below the bottom of the proposed <br />excavation. <br /> <br />. <br /> <br />2-10. Geophysical Exploration, <br /> <br />a, Use of geophysical methods of subsurface exploration is ex- <br />pected to increase as a part of foundation exploration for levees <br />because of the long, relatively narrow areas to be explored and the in- <br />creasing cost of borings, Table 2-4 summarizes those geophysical <br />methods most appropriate to levee exploration. These methods are a <br />fairly inexpensive means of exploration and are very useful for inter- <br />polating between borings which, for reasons of economy, are spaced at <br />fairly wide intervals, Geophysical data must be interpreted in conjunc- <br />tion with borings and by qualified experienced personnel or ~isleading <br />information is almost certain to result, Because there have been <br />significant improv~~ents in geophysical instrumentation and interpreta- <br />tion techniques in recent years, more consideration should be given to <br />their use, <br /> <br />b. <br />divided <br />surface <br /> <br />Currently available geophysical methods can be broadly sub- <br />into two classes: those accomplished entirely from the ground <br />and those which are accomplished from subsurface borings, <br /> <br />2-6 <br /> <br />. <br />