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<br /> <br />When they are dry, swell ing soils often can be recognized by <br />their Ilpopcorn!1 appearance. <br /> <br />38 <br /> <br />Characteristics <br /> <br />Swell ing soi Is contain a high percentage of certain kinds of <br />clay particles which are capable of absorbing large <br />quantities of water. Soi I volume may expand 10 percent or <br />more as the clay becomes wet. The powerful force of <br />expansion Is capable of exerting pressures of 20,000 psf or <br />greater on foundations, slabs or other confining structures. <br />Subsurface Colorado swell ing soi Is tend to remain at a <br />constant moisture content In their natural state and are <br />usually relatively dry at the outset of disturbance for <br />construction on them. Exposure to natural or man-caused <br />water sources during or after development results in <br />swell ing. In many instances the soi Is do not regain their <br />original dryness after construction, but remain somewhat <br />moist and expanded due to the changed environment. <br /> <br />Consequences <br /> <br />Swe I I i n9 so II s are one of the nat i on t s most preva lent causes <br />of damage to bui Idings and construction. Annual IOsS6S are <br />est I mated in the range of $2 b i I I Ion. The losses i nc I ude <br />severe structural damage, cracked driveways, sidewalks and <br />basement floors, heaving of roads and highway structures, <br />condemnation of bui Idin~s, and disruption of pipel ines and <br />sewer lines. The destructive forces may be upward, <br />horizontal, or both. <br /> <br />Aggravating Circumstances <br /> <br />Design and construction of structures whi Ie unaware of the <br />existence and behavior of swell ing soi Is can worsen a readi Iy <br />manageab I e s i tuat i on. Where swe II i ng so II s are not <br />recognized, improper bui lding or structure design, faulty <br />construction, inappropriate landscaping and long term <br />maintenance practices unsuited to the specific soi I <br />conditions can become a continuing, costly problem. Design <br />problems might include improper foundation loading, improper <br />depth or diameter of dri lIed piers, insufficient reinforcing <br />