Laserfiche WebLink
<br />Item Agency 10 <br />Number Number <br />GROUP I - CURRENT <br />4.1 OF-3 <br />4.2 OF-13 <br />4.3 OB-28 <br />4.4 SO-5 <br />4.5 DB-17 <br />4.6 DB-23 <br /> <br />Dam Safety Research <br /> <br />4. Earth Structures <br /> <br />Work Unit Title <br /> <br />Critical factors of foundation and embankment <br />characteristics during reservoir filling <br /> <br />Dam fi 1 ters <br /> <br />Detrimental effects of wave run-up on <br />embankments <br /> <br />Flexible membrane emergency spillways <br /> <br />An experimental study of hydraulic fracturing <br /> <br />The variation of soil properties in earth <br />embankment dams after soil placement, long- <br />time deterioration, and effects on dam <br />stabil ity <br /> <br />Agency <br /> <br />FY81 <br /> <br />Dollars <br />FY83 FY84 <br /> <br />Total <br /> <br />FY85 <br /> <br />FY82 <br /> <br />USSR 50,000 50,000 50,000 l50,OOO <br />USBR 50 ,000 100 ,000 150,000 <br />USBR 75,000 75,000 30,000 180,000 <br />USBR 20,000 20,000 40,000 <br />USBR 20,000 20,000 40,000 <br />USBR 50,000 100,000 150,000 <br /> <br />4.7 OB-29 Hydraulic fracture testing of Tiber USBR 35,000 35,000 <br /> cofferdam <br />4.8 31211 Cracking in embankment dams USCE 85,000 100,000 100,000 55,000 500,000* <br />4.9 31710 Failure mechanisms in earth and rockfi 11 s USCE 55,000 80,000 200,000 200,000 165,000 700,000 <br /> under critical flow conditions <br />