https://ogma.newcastle.edu.au/vital/access/ /manager/Index en-au 5 Modeling of non-stationary random field of undrained shear strength of soil for slope reliability analysis https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:34999 Wed 29 May 2019 11:40:51 AEST ]]> Triaxial apparatus equipped with elastic waves and matric suction measurement techniques https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:42032 Wed 17 Aug 2022 11:52:20 AEST ]]> Three-dimensional characterization of cracks in undisturbed Mile expansive soil using X-ray computed tomography https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:52922 Wed 01 Nov 2023 09:30:53 AEDT ]]> Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:35562 Tue 03 Sep 2019 11:37:46 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 ]]> An artificial neural network approach to inhomogeneous soil slope stability predictions based on limit analysis methods https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:42730 Thu 01 Sep 2022 13:32:25 AEST ]]> Bearing capacity and failure mechanism of different types of foundations on sand https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:8175 Sat 24 Mar 2018 08:36:16 AEDT ]]> Effect of lateral earth pressure coefficient on pressure controlled compaction grouting in triaxial condition https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:10492 Sat 24 Mar 2018 08:08:58 AEDT ]]> A new laboratory apparatus for studying dynamic compaction grouting into granular soils https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:19206 Sat 24 Mar 2018 07:55:01 AEDT ]]> Time- and density-dependent microstructure features of compacted bentonite https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:18804 Sat 24 Mar 2018 07:51:07 AEDT ]]> Finite element limit analysis of passive earth resistance in cohesionless soils https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:5272 Sat 24 Mar 2018 07:46:34 AEDT ]]> Finite element analysis of enlarged end piles using frictional contact https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:5343 Sat 24 Mar 2018 07:44:00 AEDT ]]> Experimental investigation of pressure grouting in sand https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:26083 Sat 24 Mar 2018 07:31:31 AEDT ]]> Long-term strength of soil-cement columns in coastal areas https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:30759 Sat 24 Mar 2018 07:24:26 AEDT ]]> A piezocone dissipation test interpretation method for hydraulic conductivity of soft clays https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:18644 Mon 20 Jul 2015 16:52:25 AEST ]]> Relationship between the shrinkage crack characteristics and the water content gradient of compacted clay liner in a landfill final cover https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:35947 j(where Kj is the slope of the SSCC) and the water content gradient in the crack linear expansion stage and the crack linear close stage for different CCL types.]]> Mon 20 Jan 2020 10:31:09 AEDT ]]> Upgrading disk transducer to measure elastic waves on coarse-grained granular materials: development and performance revelation https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:37434 50 = 0.2 mm), medium, (d50 = 1.7 mm) and coarse, (d50 = 12 mm) is carried out. Small strain stiffness of tested geomaterials is evaluated by newly developed large-size disk transducer method and small-strain cyclic loadings. Stiffness measured by both static and elastic wave measurement is confirmed to be followed similar trends. The large size disk transducer evinces the competent performance showing the stiffness evaluated by this method scattered within 20% of the stiffness achieved by a static method and compared with available previous researches as well.]]> Mon 16 Nov 2020 17:25:51 AEDT ]]> Microstructural insight into the hysteretic water retention behavior of intact Mile expansive clay https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:54680 Fri 08 Mar 2024 11:45:16 AEDT ]]> Testing and modelling total suction effects on compressibility and creep of crushable granular material https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:47866 Fri 03 Feb 2023 14:15:05 AEDT ]]>