https://ogma.newcastle.edu.au/vital/access/ /manager/Index ${session.getAttribute("locale")} 5 Studies of iter-link cyclic wear of axially loaded mooring chains https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:24040 Wed 11 Apr 2018 12:30:35 AEST ]]> Application of fractional calculus in modelling ballast deformation under cyclic loading https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:33315 Wed 10 Oct 2018 13:41:24 AEDT ]]> Experimental investigation of frictional behavior of mortarless surface in semi interlocking masonry under cyclic displacement https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:41401 Wed 03 Aug 2022 10:42:20 AEST ]]> Full-scale model testing on the dynamic behaviour of weathered red mudstone subgrade under railway cyclic loading https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:42072 Thu 18 Aug 2022 09:41:25 AEST ]]> Performance based studies of in-plane loaded unreinforced masonry walls https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:1831 Sat 24 Mar 2018 08:31:14 AEDT ]]> Constitutive model of unsaturated structured soils under cyclic loading https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:18156 Sat 24 Mar 2018 08:04:41 AEDT ]]> Radial consolidation of soft soil under cyclic loads https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:19390 Sat 24 Mar 2018 07:52:04 AEDT ]]> Behavior of mortar-less masonry joint under cyclic shear-compression loading https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:22150 Sat 24 Mar 2018 07:10:01 AEDT ]]> The influence of cyclic loading on the response of soft subgrade soil in relation to heavy haul railways https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:43452 CSR) and frequency on the behaviour of soft subgrade subjected to simulated heavy haul train loading. Employing these two types of equipment applying contrasting stress path regimes, a series of cyclic undrained laboratory tests was conducted on reconstituted sandy clay specimens at varying frequencies (f = 0.1–1 Hz) and cyclic stress ratios (CSR = 0.2–0.3). The hollow cylinder test results have shown that higher CSR values and lower frequencies induce greater permanent deformations and excess pore water pressures at a given number of loading cycles (N). For CSR = 0.2, pore pressures and axial strains were found to increase even after a large number of cycles (N = 50,000). However, when the higher CSR value of 0.3 was imposed, the soil failed in less than 300 cycles by reaching 5% of axial strain. Undoubtedly, PSR adversely affected the accumulation of axial strains and soil degradation, whereas in contrast, the development of pore water pressure was less influenced by PSR.]]> Mon 19 Sep 2022 15:12:28 AEST ]]> Fatigue damage response of typical crystalline and granular rocks to uniaxial cyclic compression https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:47215 Fri 16 Dec 2022 10:16:43 AEDT ]]>