medium to coarse
silty sand, medium dense (the depth of the layer is up to 25 m from the surface);
Below the 18.50 m depth, 8 meter thick of soft to firm
silty clay and firm
silty clay layer was found.
For the last test I took each rifle and dunked it up to the buffer tube retainer in a drum full of scummy,
silty pond water out of the nearby drainage pond.
This laboratory investigation sought to determine the effects of initial state on the undrained behavior of
silty sand.
(2006) modelled the resuspension of
silty sediments in the north-eastern part of Lake Peipsi s.s.
As seen, the highest fuel consumption was recorded for conventional tillage (81.83 l [ha.sup.-1]) on Pohorski dvor with the
silty clay loam soil followed by the conventional tillage on
silty loam in Sestrze (68.38 l [ha.sup.-1]).
Horizon Depth (cm) Texture Eden A 0 to 3
Silty clay loam A2 3 to 15
Silty clay loam Bt1 15 to 25
Silty clay Bt2 25 to 56
Silty clay Bt3 56 to 84 Flaggy
silty clay Bt3 84 to 94 Flaggy
silty clay 2Bt4 94 to 102 Clay loam 3BC 102 to 122 Flaggy
silty clay Fine-silty family A 1 to 25 Silt loam Btl 25 to 46 Silt clay loam Btl 46 to 58
Silty clay loam Bt2 58 to 71
Silty clay loam Bt3 71 to 81 Silt loam 2Bt4 81 to 99
Silty clay loam 2Bt4 99 to 116
Silty clay loam 3Bt5 116 to 158 Clay 3Bt5 158 to 178 Clay 3BC 178 to 191
Silty clay loam Switzerland Ap 0 to 10 Silt loam BE 10 to 22 Silt loam Bt1 22 to 49
Silty clay loam 2Bt2 49 to 61
Silty clay 2Bt3 61 to 87 Clay 2Bt4 87 to 94 Flaggy
silty clay 2BC 94 to 119 Very flaggy clay
(2000); from studies of buried soils in loess in Russia (Gubin, 1994) and the Yukon Territory (Sanborn et al., in press); and from studies of the frozen
silty deposits of the region, which consist largely of buried soil material (Pewe, 1975; Tomirdiaro, 1980; Tomirdiaro and Chernenkiy, 1987; Fraser and Burn, 1997; Kotler and Burn, 2000; Schirrmeister et al., 2002; Gubin et al., 2003).
Tomes and others (2000) investigated how the likelihood of fractures varied depending on the relative amounts of clay, silt, and sand in unconsolidated materials and concluded that fractures were more likely to occur in glacial tills with loam, clay loam, silt loam,
silty loam,
silty clay, or clay textures.
The current banks in Corbridge were built in the early 1950s of
silty, sandy soil which is not as strong as the materials used in modern flood alleviation work.
The
silty limey mudstones or limestones of the Undifferentiated Chouteau/ McCraney seem to contain more whole Graptolites, which may represent the environment from which the Graptolites lived.
The Song-Shan formation is composed of alternating layers of
silty clays and
silty sands, and is the formation where most of the engineering facilities situated.