Subsidence Effects on Buildings and Buried Pipelines

Society for Mining, Metallurgy & Exploration
Marco D. Boscardin
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
7
File Size:
2485 KB
Publication Date:
Jan 1, 1986

Abstract

During subsidence, the ground surface may settle, change slope, change curvature, go into tension, and/or go into compression. In response to these ground movements, buildings and buried utilities in the subsidence area may settle, tilt, bend, distort, and sustain extension, compression and/or torsion. In order to develop measures to protect existing structures and utilities, or to design new structures and utilities to withstand potential movements in areas of subsidence, it is necessary to understand the interaction between the ground and the building or buried the utility. This paper reviews subsidence-induced ground movements, how these ground movements are transmitted to and accommodated by buildings and buried pipelines, and how these structures may alter ground movements relative to free field subsidence-induced ground movements.
Citation

APA: Marco D. Boscardin  (1986)  Subsidence Effects on Buildings and Buried Pipelines

MLA: Marco D. Boscardin Subsidence Effects on Buildings and Buried Pipelines. Society for Mining, Metallurgy & Exploration, 1986.

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