https://ogma.newcastle.edu.au/vital/access/ /manager/Index ${session.getAttribute("locale")} 5 The compaction effect on the performance of a compaction-grouted soil nail in sand https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:39529 Wed 27 Jul 2022 14:06:31 AEST ]]> Pore structures of shale cores in different tectonic locations in the complex tectonic region: A case study of the Niutitang Formation in Northern Guizhou, Southwest China https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:46558 Tue 07 Nov 2023 11:36:39 AEDT ]]> Negative Effect of Installation on Performance of a Compaction-Grouted Soil Nail in Poorly Graded Stockton Beach Sand https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:41002 Thu 21 Jul 2022 10:44:18 AEST ]]> Modelling rock failure with a novel continuous to discontinuous method https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:42595 Fri 26 Aug 2022 09:57:19 AEST ]]> Simulation of the nonlinear mechanical behaviors of jointed rock masses based on the improved discontinuous deformation and displacement method https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:42594 Fri 26 Aug 2022 09:43:30 AEST ]]> On the initiation mechanism of the Daguangbao landslide triggered by the 2008 Wenchuan (Ms 7.9) earthquake https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:40422 9 m3 and an area of 7.2 km2, is the largest landslide triggered by the 2008 Wenchuan earthquake in China. To examine the initiation mechanism of this landslide, a detailed field investigation and a series of saturated triaxial tests were carried out. The field investigation revealed that the Daguangbao landslide initiated along a mylonite zone, the soil of which was mainly sand. Abundant groundwater was observed in the tunnel and the mylonite zone soils had high water contents. In addition, the experimental results showed that the soils from the mylonite zone have a high liquefaction potential. The pore water pressures in the soils under cyclic triaxial tests increased rapidly, which could have caused the soils failure. Therefore, the mechanism by which pore water pressure within the mylonite zone accumulates under seismic loading, which promotes a continuous decrease in the shear strength of soils, ultimately led to the rapid initiation of the Daguangbao landslide.]]> Fri 22 Jul 2022 14:09:18 AEST ]]> Modelling coastal cliff recession based on the GIM-DDD method https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:35102 Fri 17 Nov 2023 11:47:54 AEDT ]]> Centrifuge model testing of Loess landslides induced by excavation in Northwest China https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:38213 Fri 13 Aug 2021 14:03:42 AEST ]]>