Mudboils on a drumlinized till plain
Mudboils on a drumlinized till plain
In 1973 a program of mapping and laboratory study was begun in order
to define physical and chemical properties of the various sediment
types that are associated with two distinct types of patterned
ground, mudboils and frost polygons. One or the other of these
varieties of patterned ground occurs on virtually all unconsolidated
deposits found south of Chesterfield Inlet, in the eastern
District of Keewatin (now the southwestern region of Nunavut,
Canada). The purpose of these studies was to ascertain
relationships between surface patterns and properties of underlying
unconsolidated sediment. The conclusions from the study lead to
the development of a detailed mapping strategy and legends which
were applied to mapping surficial sediments in this low arctic
environment and to the production of a number of detailed
1:125000-scale maps of surficial geology of southwestern Nunavut.
The legends also served as the basis for a 1:1000000 map of the
main surficial deposits of the western Canadian Shield
(Aylsworth, and Shilts, 1989b).
Images 0051,
0055,
0057,
0058,
0059,
0062,
0065,
0066,
0068,
0069,
0070,
0072,
0073,
0088,
0090,
0091,
0092,
0093,
0094,
0095,
0096,
0098,
0099,
0100,
0101,
0102,
0103,
0104,
0106,
0107,
0121,
0216,
0217,
0220,
0221,
0222,
0223,
0224,
0225,
0226,
0227,
0228,
0230,
0231,
0232,
0233,
0234,
0236,
0237,
0238,
0239, and
0240
show mudboils, the principal type of patterned ground
typical of areas underlain by unconsolidated diamictons and muds.
They also illustrate the internal structures of mudboils, their
impact on the tundra landscape, and features related to them, as
well as the physical properties of surficial sediment facies
involved in mudboil formation.
Mudboils and frost or tundra polygons rarely occur together and
almost always reflect the textural and engineering properties of the
unconsolidated sediment in which they are developed. Mudboils are
formed on poorly sorted surficial sediment with low liquid limits
(<20%-see explanation of engineering properties below) and
significant amounts of silt and clay. Frost polygons usually are
formed on sandy or gravelly, water-sorted sediments of various
types or in low-lying or other poorly drained areas. Mudboils are
commonly underlain by till, marine silty clay, and colluvium
containing significant fines. Frost polygons are characteristic
patterns on eskers;
isostatically
raised or modern marine or lake beaches or deltas; sandy,
shallow-water bottom sediments; grass-sedge meadows underlain by
half a meter or more of peat; and on alluvium or peat-covered
flood plains along modern streams.
Mudboils are referred to in the literature by various names, such as
frost boils, soil medallions,
sorted circles,
nonsorted circles, tundra
craters, mud volcanoes, etc. The term mudboil, as described in a
paper by the author
(Shilts, 1978)
has been chosen to describe the features in this and related images,
because
permafrost
is not absolutely necessary to form them, but muddy (poorly sorted)
sediment is. It should be emphasized, however, that permafrost
facilitates the formation of mud boils to the extent that mudboils
and associated patterns are an important feature of perennially
frozen areas underlain by muddy surficial sediment. In order for
mudboils to form, diamicton in a plastic or liquid state must be
confined between a rigid surface soil layer and the
frost table
(see diagram in image 0098).
When this condition exists, the liquid mud phase is under
hydrostatic pressure on any slope, and even on relatively flat
surfaces mud can be mobilized by differential loading stresses
related to density differences among various sediment components
of the mudboil or to loading of the mudboil's surface by animals
or man-made objects (see images 0063,
0065,
0157,
0205). Under these conditions the
mud is under hydrostatic pressure and can be deformed by the
pressure if disturbed (images
0062,
0220)
or it can be injected in diapiric fashion to the surface through
points of weakness in a desiccated or sandy, relatively rigid
surface layer or "carapace" (images
0055,
0059,
0090,
0091,
0092,
0098,
0099,
0216). Thus, the system is
analagous to an artesian groundwater system with mud that can
easily become liquid instead of water. As mud is extruded to the
surface, surface runoff winnows it, carrying away clay and fine
silt (images 0223,0224), and the sandy, pebbly residue left behind adds to the
thickness of the carapace.
Atterberg limits and Moisture Contents
Atterberg Limits are derived from standard engineering laboratory tests that measure a sediment's propensity to behave as a solid, plastic substance, or a liquid at varying moisture contents. The Plastic Limit is the moisture content, in weight %, at which an unconsolidated sediment ("soil" in engineering terms) passes from a solid (non-deformable) to a plastic (deformable) state. The liquid limit is the moisture content, in weight % water, at which a plastic sediment passes from a plastic to liquid state, that is, the sediment loses its strength and behaves like a liquid. The plasticity index is the range of moisture contents, in weight % water, over which a sediment will behave as a plastic substance and represents the difference between the solid and liquid states, between the plastic and liquid limits.
It is apparent that liquid limits for Keewatin "muds" are very low
with respect to other arctic or subarctic "muds" and that plasticity
indices are low (<4%) or unmeasurable. This means that at very low
moisture contents, Keewatin "muds" pass from a solid state
possessing considerable shear strength to a liquid state with
virtually no shear strength, either directly, or after passing
through a very minor plastic phase. Thus, a very slight increase
in moisture content or an increase in pore-water pressure may
cause a seemingly solid soil to liquify or founder, or conversely,
very slight decrease of these stresses may cause an apparently
liquid, soft mud to become solid.
A dramatic example that illustrated these properties occurred on
August 7, 1973, when a field assistant (C.I.D.A. student Aaron
Villakazie) became trapped in a subaqueous mudboil on an island
in Kaminak Lake (images 0063,
0157, 0196,
0197, 0198,
0157,
0198). His foot sank in mud
which, because of increased pore-water pressure caused by his
weight, was driven above its liquid limit; as his foot sank, the
mud above the toe of his boot returned to the solid state,
trapping him. The liquid and plastic limits of the sediment
involved were nearly the same, so that the sediment could not
behave plastically, but only as a solid or liquid. Thus, in two
hours and despite the efforts of seven men, he sank almost to the
frost table and was extricated only after the rigid sediment
around his leg was excavated hydraulically by a portable,
high-discharge pump.
Atterberg limits and natural moisture contents of unconsolidated
sediments from Keewatin support the concept that mudboils are
essentially soft-sediment deformation features, representing
small-scale diapiric structures formed during the thaw season.
Because of the low liquid limits and limited plasticity indices
of sediments that characteristically are ornamented by mudboils,
and because of natural moisture contents that are close to the liquid limits
of typical surficial sediments on which mudboils form, slight
increases in pore-water pressure due to loading by animals or
man-made objects, small amounts of precipitation, cryostatic
pressures created during fall freeze-up, or moisture increases
during spring-summer thaw could all be causes of temporary
liquefaction of the active zone with resulting hydrostatically
driven diapirism or mud boiling. This seasonal activity would
destroy other features, such as incipient frost polygons, so that
these features are incompatible with sediment that forms mudboils.
Organic growth would also be disrupted seasonally so that no
persistent organic cover could be established.
In dry sands and gravels of ridged or hummocky stratified drift,
organic cover is slight because the moisture content of the
well-drained active zone is low and the liquid limit of the sediment
is very high; because of these factors, the thawed zone is stable
enough to perpetuate seasonal growth of vertical
ice wedges
that are expressed at the surface as
frost cracks.
Only locally, where moisture from spring thaw builds up temporarily
behind snow banks, is the liquid limit likely to be exceeded and
slumping or flowing to take place.
Frost cracks or polygons also occur where sediments derived from
marine reworking or alluvial
or lacustrine deposition have partially filled depressions that
existed on the glaciated surface after retreat of the ice. These
pockets of sediment have flat surfaces and occur in strips along
major rivers and eskers, in post-glacial lake basins, and in
numerous, smaller, random pockets at all altitudes up to marine
limit in southwestern Nunavut, west of Hudson Bay. Three factors
may cause mudboils to be absent and frost cracks to predominate
in these poorly drained, flat areas: 1) the flatness of most basins
would not allow for significant hydrostatic head to develop; 2) the
sedimentary fill is commonly sandy or gravelly so that liquid limits
are too high to cause sediment flow at normal moisture contents; 3)
where the sedimentary fill is very wet, organic growth is lush, and
a thick, insulating cover of peat develops on the sediment. In such
areas the maximum depth of thaw is slight (15-30 cm) so that the
active zone is never thick enough to develop the artesian system
necessary for mudboil formation, no matter what the properties
of the underlying mineral sediment might be.
Updated 05/06/2010 AW

