The Engineering Significance of Shrinkage and Swelling Soils in Blast Damage Investigations

International Society of Explosives Engineers
Stanley J. Vitton Wendell W. Harris
Organization:
International Society of Explosives Engineers
Pages:
12
File Size:
145 KB
Publication Date:
Jan 1, 1996

Abstract

In the United States each year it has been estimated that expansive soils cause approximately $9.0 billion in damage to buildings, roads, airports, and other facilities. This figure alone exceeds the damage estimate for earthquakes, floods, tornadoes, and hurricanes combined. Unfortunately, some cases of expansive soil damage (swelling) are blamed on rock blasting operations if the blasting operations are located within the immediate area. While simple tests, such as the Atterberg limits test, can characterize a soil as expansive, it does not necessarily answer the question whether the foundation soils are causing distresses to a structure. In particular, it appears that once a soil has been labeled as nonexpansive it is no longer considered as a problem soil, in which case blast vibrations become the prime suspect.
Citation

APA: Stanley J. Vitton Wendell W. Harris  (1996)  The Engineering Significance of Shrinkage and Swelling Soils in Blast Damage Investigations

MLA: Stanley J. Vitton Wendell W. Harris The Engineering Significance of Shrinkage and Swelling Soils in Blast Damage Investigations. International Society of Explosives Engineers, 1996.

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