The experiments revealed that the seismic active earth pressure was considerably smaller than that obtained by the Mononobe-Okabe theory, particularly under a large seismic load.
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Furthermore, it was demonstrated that the seismic earth pressure had an upper limit, which was determined by the force equilibrium of the soil wedge at the critical state when the RW lost its stability. On the basis of the test results, a new method to evaluate the seismic earth pressure for practical designs under a large seismic load has been suggested.
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This proposed method provides a reasonable earth pressure as well as an angle of failure plane, those of which depend on the seismic stability of the retaining wall. It has been confirmed that earth pressure obtained by the proposed method agrees well with the measured seismic earth pressure exerted on several retaining walls with different degrees of stability.
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Advanced full-text search Advanced catalog search Search tips. Tools Cite this Export citation file. Published Author Howell, John Thomas, Earth pressure, retaining walls and bins, Author Cain, Wm. William , Graphical determination of earth slopes, retaining walls and dams, Author Prelini, Charles.
Earth Pressure and Earth-Retaining Structures
Clayton, Rick I. Woods, Andrew J. Add to Wish List.
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ISBN 13: 9780903384513
Summary Effectively Calculate the Pressures of Soil When it comes to designing and constructing retaining structures that are safe and durable, understanding the interaction between soil and structure is at the foundation of it all. Reviews "It offers a comprehensive introduction to the mechanisms of earth pressure and provides a thorough guide to the design requirements for retaining structures.
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