Abstract
The need to present material derived from geologic-engineering surveys at construction sites in the form of a three-dimensional model is substantiated. It is noted that combined processing of data on drilling, probing, and laboratory tests with results of geophysical studies makes it possible to obtain a three-dimensional picture of the structure of foundation beds. An example is cited for the design and construction of buildings on nonuniformly compressible soils.
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Shadunts, K.S., Marinichev, M.B. Analysis of Buildings and Structures on Complex Nonuniformly Compressible Foundation Beds. Soil Mechanics and Foundation Engineering 40, 42–47 (2003). https://doi.org/10.1023/A:1024432017557
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DOI: https://doi.org/10.1023/A:1024432017557