Abstract
Embankment dams undergo aging process due
to the impact of different factors which can be attributed to geology of the
site, design of the dam, materials selection and procedures followed in
constructions. In the foundation the presence of faults or shearing planes,
karst, compressible clayey material, soluble rock, and soft rock may establish
conditions leading to high total settlement or differential settlements of the
dam and its cracking. Deficient and deteriorating seepage control measures such
as grout curtains or diaphragms enhance seepage flow leading to internal erosion
and piping which endanger dams’ stability. Improper filling materials used such
as dispersive clays and gap graded granular material show their bad influence
after long time by creating conditions inducive to internal erosion and piping.
Use of improperly designed and placed filter zones and drainage blankets can
end in clogging of such filters and drainage blankets leading to the rise of
the phreatic surface level and increasing uplift causing again conditions of
internal erosion and piping and undermine stability. This work attempts to give
an overview of these conditions and cite many case studies of rehabilitation
works carried out in dams after long years of service. The conclusion reached
is that rehabilitation works if done early when problems are discovered play
well to elongate the service life of dams, but normally they require large
investments. Sooner or later owners of such old dams will come to realize that
more rehabilitation works, neither technically nor economically, are feasible
and that more of such works are not possible. In which case they will come
think seriously of decommission such expired dams.
Keywords:
Embankment Dams, Faults Karst, Compressible Clay, Soluble
Rock, Soft Rock, Differential Settlement, Grout Curtains, Diaphragms, Internal Erosion,
Piping, Dispersive Clays, Gap Grading, Filters, Drainage Blanket, Uplift.