Lima, the capital and largest city of Peru, is located on the Pacific
Coastal Plain on dissected alluvial cones formed by the rapidly flowin
g Rimac, Chillon and Lurin rivers. The Western Cordillera of the Andes
Mountains rises abruptly east of the city and reaches altitudes of 6,
100 m (20,000 ft) only 130 km (80 mi) from the Pacific Ocean. The Ande
s in Central Peru are relatively young mountains with the oldest expos
ed rock being pyroclastics of the upper Jurassic Puente Piedra Group.
These are overlain by lower Cretaceous shales and quartzites of the Mo
rro-Solar Group, followed by 1,000 m of limestone of the Pamplona and
Atocongo formations of lower to middle Cretaceous age. In middle and u
pper Cretaceous time, vulcanism resumed and 1,500 m of andesites and p
yroclastics were deposited to form the Casma Group which forms the bed
rock at the highest stratigraphic level. The unconformably overlying a
lluvial cones and beach sediments formed during the rapid rise of the
Andes have been dissected by rejuvenated down-cutting to as much as 20
m (62 ft) at Lima. The geology of the Lima region reflects the subduc
tion of the Nazca Plate under the South American Plate and consequent
uplift and volcanic activity. The structural geology of the bedrock un
derlying the Quaternary sediments in the city of Lima is dominated by
the northwest-trending Lima anticline and associated synclines and rev
erse faults. This anticline is asymmetrical with dips of 5 to 20 degre
es on the west and 35 degrees on the east. The engineering problems re
lated to the geology of Lima concern earthquake protective design, fou
ndation problems on unstable soils, water supply for a rapidly growing
city, solid waste disposal and urban sprawl. Modern engineering pract
ices have been introduced, with seismic design in the new building cod
es. Water resource planning together with modern infrastructure constr
uction takes into account the geological setting of this large and imp
ortant city.