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• The clays and clay-shales found in the Laramie Formation can <br />be defined as uncemented or weakly cemented, overconsolidated <br />clays generally exhibiting the following properties: <br />1. low strength. <br />2, hea swelling and shrinking potential with increases <br />and decreases in moisture content. <br />3. has a tendency to "slake" (decompose) when exposed <br />to air and water. <br />4. has a high compressibility under intense loading. <br />5. and is prone to differential weathering. <br />The properties of clay shales in the mining Brea can be <br />largely attributed to their geologic history. Clay mineral <br />content, lithologic variations and bedding are primarily <br />linked to their depositional history, while secondary features <br />such as jointing, alickened aides, fissures, end faulting are <br />mainly a result of the stress history. Chemical and physical <br />alteration due to exposure and weathering tend to modify these <br />primary and secondary features, creating a zone underlying the <br />eolian sand deposits that has variable engineering properties. <br />• From the analysis of core retrieved in the area, occasional <br />zones (usually 2" - 6" in thickness) of stained/altered clays <br />were discovered at depth. These are probably remnants of <br />materials that were, at one time, exposed at the surface. <br />Such layers would be potential zones of weakness, however, <br />because orientations are nearly horizontal, they would not be <br />considered a condition of potential failure by themselves <br />during mining activities. <br />From observations of the Laramie Formation at the Keenesburg <br />Mine CSec 25, T3N, R64W) and core obtained during exploration <br />activities in Sec. 17,T3N, R63W, the clay-shales exhibit a <br />condition of stress release within the formation. Slickened <br />slides or "micro-faults" have very random orientations and are <br />generally continuous for only a few feet. Joint patterns have <br />also been observed in nreas of stress due to minor warping and <br />buckling of the Laramie formation clays. These joint patterns <br />have been traced in the A-Pit highwall at the Keenesburg Mine <br />and can be up to 35 feet in length. Displacements along these <br />near vertical failure planes are typically O' - .5', but have <br />been observed to be 5' - 15' in areas of more intense fnulting. <br />Aa a result of weathering, three zones occur within the <br />clay-clay shale sequence of the Laramie Formation. The first <br />zone, which underlies the unconsolidated eolian sands, <br />• consists primarily of a disintegrated, oxidized and weathered <br />material generally O' - 10' in thickness, usually silty and <br />sandy in nature. <br />-9- <br />