Science - USA (2020-08-21)

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than that of reservoir and power dams, ac-
cording to one estimate.
Each disaster has its own constellation of
causes, but some arise from seemingly trivial
errors. At Mount Polley, investigators led by
Norbert Morgenstern, a geotechnical engi-
neer at the University of Alberta concluded
that part of the dam was built on a weak
patch of silt and clay. Exploratory boreholes
drilled prior to construction were too shallow
to find the problem. Builders further weak-
ened the dam by making its walls steeper
than planned, after the company ran short
of rock. One night, the weight of the sludge
became more than the dam could bear.
It could have been much worse. No one
died. Workers ultimately repaired the dam


and shoveled up much of the mud that had
buried the creek. (The company says the
spill didn’t cause long-term harm to the
Quesnel Lake ecosystem, but some eco-
logists say it’s still too early to tell.)
Morgenstern, who also led the investiga-
tions into the 2015 Brazilian incident and
the 2018 Australia failure, has found that
faulty engineering, including inadequate
scrutiny of the underlying geology, was at
the heart of all but two of 15 major incidents
between 1980 and 2015.
One major problem, he says, is the
“normalization of deviance.” The phrase,
coined after the 1986 explosion of the
space shuttle Challenger, describes how
engineers can be lulled into accepting a se-

ries of seemingly small risks that snowball
into a catastrophe.
There is an unwritten covenant that
regulators and mine owners can count on
engineers to design a safe tailings system,
Morgenstern told a gathering of Brazilian
geotechnical engineers in 2018. “That cov-
enant,” he said, “has been broken.”

THE SEARCH IS ON for fixes. Some mining
watchdogs are calling for replacing one
common type of dam, called an upstream
dam, and banning future use of the design.
Upstream dams are built in stairlike stages,
heading upstream over the accumulating
tailings (see graphic, above). Part of the
weight of each added step is borne by the GRAPHIC: C. BICKEL/

SCIENCE

Liquefed tailings


Core sample

Weak layer of
soil below
sample level

Original construction

Dam modifed
over time in
problematic
ways

Tailings

Starter dam

Weight of dam bearing
down on tailings

Next upstream
dam layer

Soil

Suspended
Water dam material


Solid tailings


Stress

onstruction

difed
ime in
matic

Built-up
tailings

Pipes releasing
mine waste

1

2

3

4

Starter dam

Inconsistent
construction

Prebuild site survey

Mine
tailings

Pooled water

Tailings
beach

Pipe releasing
mine waste

Dam face

Dam
face

Starter dam
Time

Why mining dams fail
Basins filled with leftover sludge from mining can grow to half the
size of Manhattan. Historically, dams containing tailings have failed at
more than 100 times the rate of water-holding dams. In just the
past decade, failures have killed hundreds and contaminated ecosystems
with toxic mud. Many failures have common culprits.

1 Liquefaction
Infiltration of water into the dam
is a chief source of failures. In
extreme cases, water combined
with stress such as an earthquake
can cause an earthen dam to
suddenly turn to liquid.


3 Shaky ground
Geologic weaknesses in the ground
below a dam can leave it vulnerable.
In one of the biggest recent failures,
dam builders didn’t drill deep enough
to discover a weak layer left by
receding glaciers.

2 A risky design
Upstream construction is a common
but failure-prone approach. The dam is
raised gradually, as tailings accumulate.
With each new level, the dam tilts
upstream, relying on tailings below
to help carry the load.

4 Piecemeal changes
Unlike water dams, tailings dams
evolve. They are built bit by bit over
decades as mine waste piles up.
This creates more potential for errors.

908 21 AUGUST 2020 • VOL 369 ISSUE 6506


Published by AAAS
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