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<br />Item Agency 10 <br />Number Number <br /> <br />GROUP II - PLANNED <br /> <br />5.21 <br /> <br />WESGE-2 <br /> <br />5.22 <br /> <br />DB-22 <br /> <br />5.23' DAOG051O <br />5.24 E-B <br />5.25 <br />5.26 <br />5.2'7 <br />5.28 FR-9 <br /> <br />Dam Safety Research <br /> <br />5. Soil Mechanics <br /> <br />Work Unit Title <br /> <br />Pipeabi1ity and critical performance of <br />sand boil s <br /> <br />The degree of saturation occurring in earth <br />embankment dams and effect on soi 1 <br />permeability and water flow <br /> <br />Thermophysics and mechanics of cold regions <br />materials <br /> <br />Reservoir rim landslide prediction <br /> <br />Relationship of moisture content to maximum <br />shear strength of cohesive soils <br /> <br />Effects of uneven cyclic triaxial stress on <br />the strength of monterey sand <br /> <br />Relationship of moisture content to maximum <br />strength of cohesive soils <br /> <br />Cracking of compacted soils <br /> <br />Agency <br /> <br />FYBl <br /> <br />FY82 <br /> <br />Dollars <br />FY83 FY84 <br /> <br />FYB5 <br /> <br />Total <br /> <br />USCE <br /> <br />80,000 <br /> <br />70,000 74,000 80,000 100,000 400,000' <br /> <br />USBR <br /> <br />50,000 <br /> <br />USCE <br />USBR <br />TVA 4,000 6,000 <br />TVA 10,000 <br />TVA <br />FERC <br />TVA <br />FERC <br /> <br />50,000 <br /> <br />10,000 <br /> <br />10,000 <br /> <br />300,000 <br />