https://nova.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://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:39529 Wed 27 Jul 2022 14:06:31 AEST ]]> Seismic response and deformation mechanism of near-fault deep tunnels in a strong earthquake area https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:53727 Wed 10 Jan 2024 11:24:39 AEDT ]]> The influence of the degree of saturation on compaction-grouted soil nails in sand https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:44955 Tue 25 Oct 2022 12:14:30 AEDT ]]> Vertical vibration of piles in viscoelastic non-uniform soil overlying a rigid base https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:46419 Tue 22 Nov 2022 15:53:25 AEDT ]]> Seismic response of end-bearing piles in saturated soil to P-waves https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:53635 Tue 12 Dec 2023 15:54:18 AEDT ]]> A discrete numerical method for brittle rocks using mathematical programming https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:36279 Thu 19 Mar 2020 17:51:48 AEDT ]]> Micromechanism of the diffusion of cement-based grouts in porous media under two hydraulic operating conditions: constant flow rate and constant pressure https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:48439 Thu 16 Mar 2023 14:25:03 AEDT ]]> Probabilistic stability assessment using adaptive limit analysis and random fields https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:33538 Thu 15 Nov 2018 14:09:22 AEDT ]]> Performance of a compaction-grouted soil nail in laboratory tests https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:48809 Thu 06 Apr 2023 17:13:41 AEST ]]> Granular contact dynamics with elastic bond model https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:31360 Sat 24 Mar 2018 08:44:36 AEDT ]]> A numerical investigation of the hydraulic fracturing behaviour of conglomerate in Glutenite formation https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:17311 Sat 24 Mar 2018 08:01:52 AEDT ]]> A unified mechanical and retention model for saturated and unsaturated soil behaviour https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:29457 Sat 24 Mar 2018 07:39:18 AEDT ]]> DEM modelling of shear localization in a plane Couette shear test of granular materials https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:26787 Sat 24 Mar 2018 07:36:22 AEDT ]]> Multi-scale characterization of swelling behaviour of compacted Maryland clay https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:26071 Sat 24 Mar 2018 07:31:30 AEDT ]]> Microstructural effects of environmental salinity on unbound granular road pavement material upon drying https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:23927 Sat 24 Mar 2018 07:10:13 AEDT ]]> Undrained stability of dual square tunnels https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:24155 Sat 24 Mar 2018 07:09:51 AEDT ]]> Failure behaviors of granitic rocks induced by point/local loads under biaxial compression stress state https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:53938 the intermediate principal stress σ2 > the minimum principal stress σ3 = 0), the biaxial compressive strength of granite presents a monotonous increasing trend with the σ2 increasing from 0 to 40 MPa, while the increasing rate of biaxial compressive strength increases firstly and then decreases with the increase in σ2. The rock failure induced by point/local fatigue loads with 5 kHz frequency was analyzed in this study. It shows that the fatigue life of granite is much shorter than that in the traditional full-section fatigue tests, which increases with the increase in σ2 and decreases as the upper level of the fatigue stress or predefined stress of σ1 increase. From the acoustic emission properties, the failure of rocks under biaxial confinements induced by point/local static or fatigue loads are mainly because of tensile cracks. Meanwhile, the application of a disturbance bar with a smaller cross-sectional area induces rock broken more quickly. It seems that the following measures can be used to improve rock breakage efficiency: increasing the predefined stress in the breaking direction, reducing the lateral confinement, using the breaking bar with a small cross-sectional area, and changing the static loading into the dynamic loading of the breaking force.]]> Mon 22 Jan 2024 16:48:53 AEDT ]]> One-dimensional test problems for dynamic consolidation https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:25694 Mon 17 Jun 2019 13:05:45 AEST ]]> A new dynamic interaction factor for the analysis of pile groups subjected to vertical dynamic loads https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:38181 Mon 09 Aug 2021 14:41:46 AEST ]]> Interpretation of grouting characteristics in unsaturated sand from the perspective of water–air interface https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:45800 Mon 07 Nov 2022 09:51:11 AEDT ]]> Experimental study of the improvement of surrounding soils due to the grouting with a geotextile https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:53542 Mon 04 Dec 2023 15:52:07 AEDT ]]> Suction effects during uplift of steel pipes buried in compacted soil https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:50564 Fri 28 Jul 2023 11:20:31 AEST ]]> Particle breakage of uniformly graded carbonate sands in dry/wet condition subjected to compression/shear tests https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:43560 Fri 23 Sep 2022 11:29:22 AEST ]]> Use of photo-based 3D photogrammetry in analysing the results of laboratory pressure grouting tests https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:42222 Fri 19 Aug 2022 11:28:23 AEST ]]> Shakedown analysis of ballasted track structure using three-dimensional finite element techniques https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:40574 Fri 15 Jul 2022 10:11:18 AEST ]]> From saturated to unsaturated conditions and vice versa https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:36212 Fri 06 Mar 2020 12:36:42 AEDT ]]> Kinematic response of pipe piles subjected to vertically propagating seismic P-waves https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:41595 Fri 05 Aug 2022 14:58:25 AEST ]]>