Laboratory model tests for cyclic load-induced settlement of a strip foundation on a clayey soil |
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| Authors: | B M Das E C Shin |
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| Institution: | (1) School of Engineering and Computer Science, California State University, 95819-6023 Sacramento, California, USA;(2) Department of Civil Engineering, University of Inchon, 402-749 Inchon, Korea |
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| Abstract: | Laboratory model test results are presented for the cyclic load-induced settlement of a strip foundation supported by a saturated clayey soil. In performing the tests, the foundation was initially subjected to an allowable static load, after which a cyclic load with a frequency of one cycle per second was superimposed on it. The magnitudes of the static load and the amplitude of the cyclic load were varied. Based on the model test results, relationships for the foundation settlement and intensities of the static and cyclic loads are presented. |
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| Keywords: | Clay cyclic load settlement strip foundation ultimate bearing capacity |
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