Please use this identifier to cite or link to this item:
|Title:||Piezometer observations at Reid Bedford Bend and indicated seepage forces|
|Authors:||United States. Mississippi River Commission.|
U.S. Army Engineer Waterways Experiment Station.
Reid Bedford Bend
|Publisher:||U.S. Army Engineer Waterways Experiment Station.|
Engineer Research and Development Center (U.S.)
|Series/Report no.:||Potamology investigations report ; no. 5-4.|
Abstract: This report describes piezometer observations at Reid Bedford Bend revetment from the spring of 1947 to May 1948 and presents tentative conclusions drawn from these observations. The soil conditions, bank failures, and analyses were described in Potamology Investigations Report No. 5-2, "Field Investigation of Reid Bedford Bend Revetments, Mississippi River," (Appendix A, Soils Investigations), Vol. 3, dated June 1948, and will not be repeated here. The piezometers were installed primarily to determine whether sufficient seepage forces could develop which would be material factors in large mass failures of the bank, and, secondarily, to gain some idea of the effect of seepage forces in producing surface erosion.
|Appears in Collections:||Documents|
Files in This Item:
|Potamology-Investigations-Report-No-5-4.pdf||3.37 MB||Adobe PDF|