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Soil-Structure Interaction Seminar - Foundation Performance ...

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South, Southwest, Southeast, and part of<br />

West Houston including, Kirbywoods,<br />

parts of the South Shore Harbour,<br />

Kelliwood Gardens, Clear Lake area,<br />

New territory, Greatwood, First Colony,<br />

Brightwater, Vicksburg, Pecan Grove,<br />

Woods Edge, Cinco Ranch, and Lake<br />

Olympia.<br />

Central Houston, including Bellaire,<br />

Tanglewood, West University, River<br />

Oaks.<br />

Memorial area, Heights, spring Branch,<br />

Hunter's Creek, Bunker Hill, Piney<br />

Point, Hedwig Village.<br />

Other Locations:<br />

(a) Weston Lakes, Oyster Creek.<br />

(b) Sugar Mill, Sugar Creek, Plantation<br />

Colony, Quail Valley, Sweetwater.<br />

Generally highly plastic clays, and sandy clays<br />

are present in these areas. These clays can<br />

experience significant shrink and swell<br />

movements. The foundations must be designed<br />

for this condition. Parts of Cinco Ranch has a<br />

surficial layer of sands, underlain by expansive<br />

clays. The foundations these soils should be<br />

designed, assuming a perched water table<br />

condition.<br />

Highly expansive clays, drilled footings are the<br />

preferred foundations system. Soft soils are<br />

observed in some lots. The soils in the River<br />

Oaks area are generally moderately-expansive.<br />

Moderately expansive sandy clays, clays, and<br />

sands. Special foundations must be used for<br />

structures near ravines. Look for faults.<br />

Very sandy soils in some areas, variable soil<br />

conditions. Slab-at-Grade is a typical<br />

foundation; sometimes piers. Shallow water<br />

table at Oyster Creek. Highly expansive soils<br />

in parts of Weston Lakes.<br />

Highly expansive clays on top of loose silts and<br />

sands. Variable soil conditions. A floating slab<br />

is a typical foundation. Piers can also be used<br />

at some locations. Soft in some lots. Shallow<br />

water table.<br />

7<br />

.. __________ GEOTECH ENGINEERING AND TESTING, INC. ____________ _.

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