Abstract
Dangerous occurrences affecting dams take
multiple forms, but seepage caused cases are the most numerous. Some of the
cases are related to the geology of the foundation and the magnitude and type
of discontinuities in the rock mass of the dam. Other are mainly due to of
construction material in earth fill dams. Seepage occurs in all earth fill dams
regardless of its materials, and seepage water can daylight at the downstream
face causing erosion, piping and sloughing and instability; unless certain
measures are taken. Instability can be controlled mainly by adding, filter
material zones at the contacts with the clay core, chimney filter drain at the
downstream part of the dam, filter zone or bench at the toe together with the
drainage blanket under the downstream part of the dam. Seepage within the dam
is enhanced by cracks which may result from uneven settlement of the dam due to
different elastic behavior of the foundation materials, hydraulic fracturing,
and differential settlement of parts of the dam or due to ground shaking in
earthquakes. Preferential seepage paths can develop in such cracks, especially
if the fill material is dispersive or suffusive. Similarly, such paths may
develop along the contact surfaces of conduits installed under dams as outlet
structures due to the low degree of compaction as a result of narrow trench
dimensions. Using properly designed filter and drainages can reduce seepage
quantities and the erosive force which causes internal erosion. In dam’s
foundation grout curtains or other type of cutoffs can reduce the hydraulic
head and hence uplift under the dam and hinder seepage. Drainage, however, remains as the most
efficient method in controlling this uplift in artesian conditions under dams,
especially under concrete gravity dams. Generally, such drainage may take the
form of drainage blanket and use of filters material.
Keywords: Seepage, Internal Erosion, Piping, Sloughing, Hydraulic
Fracturing, Filters, Chimney Drain, Drainage, Uplift.