Considerable progress has been made in the improvement of technics of preparation and identification of mineral species present in the colloidal fractions of soils and sediments, particularly of montmorillonite and the micas, through the x-ray diffraction method. -1s a result, considerable information Joint contribution of the JTisconsiii Agricultural Csperinient Station and the Dcpartment of Geology, University of \Tisconsin, Madison. Putdished by peiiilisoioil of the Director of the Agiiculturnl C\perimeiit Statioji Supported in part by a graIlt fronl the Wisconsin .4lurntii Re-earch Toundation.2 It is considered essential, however, t h a t the clay-size inirierals be studied in narrow particle-size ranges such as the three listed, for b o t h theoretical and experimental reasons. Moreover, thc limits of these arbitrary sizc i'ariges arc also Eunctiorial in character, rather than unique numerical limits.3 Collectioiis obtained though the courtesy ui Professor A , Scott, Lava1 University, S t . Anne tie la l'ocatih?, Quebec, Canada.
Geotechnical study of the Mikinduri area was conducted with the aim to establish the causes of landslides and ground subsidence during the heavy rainfall. Sounding curves, travel time curves, 2D geoelectric sections, and 2D seismic models revealed 3-5 lithologic units to a depth of 30-250m. The study established thick loose alluvium deposits mixed with clay to a depth of 0.3-15m on an impermeable sub-basement as the possible major trigger of the landslides witnessed during rainy seasons. The thick alluvium deposits are due to erosion. They have been transferred by the location of the Mikinduri area, which lies in the lower regions of the Nyambene domes. Geologically, the domes were formed during Mount Kenya volcanic series and parasitic activities between the early Miocene and late Pleistocene eras. Resistivity modeling revealed deep geologic structures, including possible intrusions extending from 50m deep and faulted regions to a depth of 60-150m in the central and northeast area of study. The faulted area is highly saturated, as revealed by the low resistivity values. The delineated top black cotton soils and alluvium deposit are 40-50% clay and have poor foundation bearing capabilities. In contrast, compacted gravel, silt, and compact basaltic rock basement have good foundation capabilities.
Keywords: Geotechnical, characterization, subsurface, seismic, electrical resistivity, foundation, geoelectric layer, Mikinduri Meru, Kenya.
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