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487/III-26�†
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1994”N
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JOURNAL OF GEOTECHNICAL ENGINEERING
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A simplified estimation of triaxial liquefaction potential of sanddeposit by critical number of loading cycles.
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A series of undefined cyclic triaxial compression tests has been performed on high plasticity marine clays. Testing was performed on not only normally consolidated but also overconsolidated specimens under various combinations of overconsolidation ratio and cyclic shear stresses. At first, the effec
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