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1-9 of 9
Keywords: slopes – stabilisation
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Journal Articles
Siamak Feizi, PhD, Eirik Nilsen, MSc, Anteneh B. Tsegaye, PhD, Kjell Karlsrud, PhD, Petter Fornes, MSc, Stefan Ritter, PhD
Proceedings of the Institution of Civil Engineers - Ground Improvement (2024) 177 (5): 357–369.
Published: 26 September 2024
.... Looking at Figure 3(a) : Emerald Publishing Limited: All rights reserved 2024 finite-element modelling ground improvement grouting slopes – stabilisation Soil improvement is widely used across the world for various applications. It can, for example, be used to prevent excessive...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2022) 175 (4): 247–260.
Published: 15 September 2022
... with the laboratory model curves. 31 05 2020 01 03 2021 ICE Publishing: All rights reserved 2021 embankments railway tracks slopes – stabilisation Constructing transportation infrastructure such as railways and roads on loose and problematic soils has been always a challenging...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2021) 174 (2): 116–131.
Published: 23 September 2020
... ensure a plane-strain condition and reduce the effect of side friction. 17 12 2018 20 08 2019 ICE Publishing: All rights reserved 2019 foundations geotextiles, geomembranes & geogrids slopes – stabilisation In hilly terrain, the foundations of buildings and other...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2019) 172 (2): 65–75.
Published: 23 August 2018
... slopes – stabilisation One of the new techniques developed to compact loose backfills is dynamic compaction, which was termed heavy tamping by Menard and Broise (1975) . Nowadays, it is commonly used for improvement of soil in many sites due to the high economic efficiency and simplicity...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2020) 173 (1): 3–18.
Published: 10 July 2018
... penetration and 345–410% at 5·08 mm penetration. slopes – erosion control grouting slopes – stabilisation A single dune can be defined as a mound or hill of sand that rises to a single summit. Dunes are accumulations of wind-blown sand, which change their position or shape due to wind action...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2017) 170 (4): 231–244.
Published: 17 August 2017
... to three times higher than that of the normal clayey soils was achieved by adding 5% lime and 25% fly ash to Bangkok clays after 2 weeks of curing. 17 01 2017 07 07 2017 ICE Publishing: All rights reserved 2017 slopes – erosion control slopes – stabilisation waste management...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2017) 170 (2): 89–101.
Published: 25 April 2017
... 21 02 2017 ICE Publishing: All rights reserved 2017 anchors & anchorages safety & hazards slopes – stabilisation Soil nailing and ground anchors have been used for decades for slope stability enhancement and landslide stabilisation with considerable success. Soil nails...
Journal Articles
Amir Shahraki Ghadimi, MSc, CEng, Ali Ghanbari, Phd, CEng, Mohsen Sabermahani, Phd, CEng, Mahmoud Yazdani, Phd, CEng
Proceedings of the Institution of Civil Engineers - Ground Improvement (2017) 170 (2): 81–88.
Published: 22 February 2017
... of injection pressure is much more than that of overburden height. Finally, a relationship was suggested to estimate the bond strength in terms of soil specifications and overburden height. excavation grouting slopes – stabilisation Nailing is a stabilisation system in excavations and slope...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2017) 170 (1): 26–34.
Published: 07 February 2017
... a talus slope. In the field of research activities, an investigation on the behaviour of flexible systems anchored to the ground for slope stabilisation by Blanco-Fernandez et al. (2011) and numerical studies of anchored sheet pile wall behaviour constructed in cut and fill conditions...
