Gerilme Kontrollü Dinamik Üç Eksenli Deneyler ile Temiz Kumun Sıvılaşma Davranışının Belirlenmesi

Loosely packed cohesionless soils may suffer partial or complete liquefaction during seismic loading, causing significant structural damage. The dynamic behavior of liquefiable is widely investigated through element testing under controlled cyclic loading in undrained conditions. In this work, a total 20 stress-controlled triaxial experiments were conducted on saturated specimens clean sand to improve the understanding phenomenon. prepared at different relative densities range 38 90% and subjected varying stress ratios (CSR) with frequencies 0.1 and/or 1 Hz. experimental results indicated that similar test conditions, number cycles needed for was greater Hz than Hz, revealing exhibited higher strength frequencies. Furthermore, regardless frequency, resistance increased increasing densities.