Andrade et al. “While all tyre technicians require suitable training, those inflating the large, higher-pressure tyres fitted to many agricultural, commercial, and construction vehicles need to implement key additional precautions – such as using a suitable inflation cage or bag. Temporary support – Before digging any trench pit, tunnel, or other excavations, decide what temporary support will be required and plan the precautions to be taken. However, it should be noted that all these displacements were recorded during or after mitigating measures were put in place, without which the displacement rates could have been larger (especially at the later stages). Catena 172:179–189. Geologos 11:123–132, Borja RI, White JA (2010) Continuum deformation and stability analyses of a steep hillside slope under rainfall infiltration. Taxes to be calculated in checkout. He was killed when he became trapped in the trench after it collapsed on him. until non-convergence occurs within a specified number of iterations and tolerance in a numerical solution scheme). It must take into account any additional relevant financial information, such as the profit margin of the organisation, the potential impact on employees, or potential impact on the organisation’s ability to improve conditions or make restitution to victims. Most fatal injuries involving dumpers are caused by: It is important to select the right dumper for the job. The uneven and sometimes unknown deposition processes, as well as lack of compaction effort during the placement of the spoils, lead to further complexities and uncertainties in relation to the behaviour of spoil dumps (Zevgolis 2018). Health & Safety, plain & simple. Soil loss rate (SLR) of SSH stabilized first and then increased, while it decreased and then stabilized for LSH and CSH. 1984; Steiakakis et al. 3b). ‘Consumer’ use by the general public, such as DIY. https://doi.org/10.1007/s12583-017-0753-5, Article  https://doi.org/10.1016/j.catena.2008.12.011, Cerdà A (2001) Effects of rock fragment cover on soil infiltration, interrill runoff and erosion. The guideline also includes a range of mitigating factors which allow for voluntary positive action to remedy a failure on the part of offenders to be reflected in sentences. (2009) used limit equilibrium methods to conduct a back-analysis of a large-scale failure in an external waste dump of the South Field lignite mine in northern Greece. J Hydrol 563:811–817. Various advanced models have been developed over the years that can adequately capture the complex features of specific material behaviour (Adachi and Oka 1982; Dafalias and Taiebat 2014; Martindale et al. However, prediction of these instabilities can be very difficult owing to the significant spatial and temporal variability of the spoil properties. 2016). Surveys of the foundations and the advice of a structural engineer may be required. J Sediment Res 1:67–74. The 32-year-old worker was a sub-contractor working on behalf of a major utility solutions provider. Eng Geol 110:93–101, Steiakakis E, Kavouridis K, Monopolis D (2009) Large scale failure of the external waste dump at the “South Field” lignite mine, Northern Greece. https://doi.org/10.1016/j.catena.2016.07.012, Zhao X, Xie YS, Jing MX, Yang YL, Li WH (2012) Standardization parameter for spoilbank underlying surface simulation of development construction project. https://doi.org/10.1016/j.geomorph.2012.06.017, Gao Y, Yin YP, Li B, He K, Wang XL (2019) Post-failure behavior analysis of the Shenzhen"12.20" CDW landfill landslide. For many basins, it is possible to consider a generalised stratigraphy of the area. It is evident that strength parameters (cohesion and friction angle) vary considerably even among samples from the same site. Int J Geomech 16:D4016002, Chowdhury RN, Xu DW (1994) Slope system reliability with general slip surfaces.

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