Land subsidence due to the application of water

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Edited by: David J. Varnes and George Kiersch

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Abstract

Loose, dry, low-density deposits that compact when they are wetted mantle extensive areas in North America, Europe, and Asia. This process, here referred to as hydrocompaction, has produced widespread subsidence of the land surface. Hydrocompaction may occur under natural overburden load or may occur only with the addition of a surcharge load.

Deposits that subside because of hydrocompaction are generally one of two types: (1) loose, moisture-deficient alluvial deposits; and (2) moisture-deficient loess and related eolian deposits. Such deposits occur in regions where seasonal rainfall seldom, if ever, is sufficient to penetrate below the root zone; thus, they have remained moisture deficient throughout their postdepositional history and are readily susceptible to hydrocompaction when they are artificially wetted.

Subsidence due to hydrocompaction is of serious concern in the design and maintenance of aqueducts, buildings, pipe lines, highways, and other major engineering structures. Damage usually can be minimized by precompacting the deposits before construction begins.

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Publication type Book chapter
Publication Subtype Book Chapter
Title Land subsidence due to the application of water
DOI 10.1130/REG2-p271
Volume 2
Year Published 1969
Language English
Publisher Geological Society of America
Contributing office(s) Office of Groundwater
Description 38 p.
Larger Work Type Book
Larger Work Subtype Monograph
Larger Work Title Reviews in Engineering Geology
First page 271
Last page 303
Country United States
State Arizona, California, Colorado, Kansas, Montana, Nebraska, Utah, Washington, Wyoming
Other Geospatial Asia, Europe, Missouri River Basin, North America, San Joaquin Valley
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