Assessment of clay soils strengthening under triaxial cyclic loading

نویسندگان

چکیده

One of the main issues in design foundations is correct forecast development long-term deformations (settlement) foundations. Among factors affecting settlement, one can single out neglect changes rheological parameters soil time and loading regime, as well processes hardening time. The work presents results a study behaviour samples clayey with disturbed structure under conditions triaxial cyclic loading, taking into account strengthening effect. relevance problem studying process associated assessment deformability strength clays properties. tests were carried pneumatic stabilimeter an artificial created paste. After preparing samples, they placed sealed container until start test for period 1 to 5 days. To establish ultimate soil, static loads at given value uniform pressure. control characteristics during maximum minimum values cycle voltages. If sample did not fail it was destroyed by stepped increase load. dependences change clay holding before obtained various all-round compression amplitude cycle. increased up 1.27 times.

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ژورنال

عنوان ژورنال: E3S web of conferences

سال: 2021

ISSN: ['2555-0403', '2267-1242']

DOI: https://doi.org/10.1051/e3sconf/202127403025