Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Francisco Lamas-Lopez"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 5, Pp 818-829 (2017)
For the 30,000 km long French conventional railway lines (94% of the whole network), the train speed is currently limited to 220 km/h, whilst the speed is 320 km/h for the 1800 km long high-speed lines. Nowadays, there is a growing need to improve th
Externí odkaz:
https://doaj.org/article/c50200d81aeb40789832d5a616a7a1a5
Autor:
Shuai Qi, Jean Canou, Yu-Jun Cui, Jean-Claude Dupla, Yu Su, Francisco Lamas-Lopez, Han Lin Wang, Renpeng Chen
Publikováno v:
Transportation Geotechnics
Transportation Geotechnics, Elsevier, 2020, 24, pp.100360. ⟨10.1016/j.trgeo.2020.100360⟩
Transportation Geotechnics, Elsevier, 2020, 24, pp.100360. ⟨10.1016/j.trgeo.2020.100360⟩
Ballast/fines mixture is often found in railway substructure and the overall behaviour of tracks is strongly dependent on the mechanical behaviour of this mixture. Since directly testing such mixture with large grains is limited with common laborator
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dacd79a617a35680d85acc3016d50cb4
https://hal-enpc.archives-ouvertes.fr/hal-03045872/file/hal-03045872.pdf
https://hal-enpc.archives-ouvertes.fr/hal-03045872/file/hal-03045872.pdf
Investigation on the mechanical behavior of track-bed materials at various contents of coarse grains
Autor:
Han Lin Wang, Gilles Saussine, Renpeng Chen, Jean-Claude Dupla, Yu-Jun Cui, Patrick Aimedieu, Jean Canou, Nicolas Calon, Francisco Lamas-Lopez
Publikováno v:
Construction and Building Materials
Construction and Building Materials, Elsevier, 2018, 164, pp.228-237. ⟨10.1016/j.conbuildmat.2017.12.209⟩
Construction and Building Materials, Elsevier, 2018, 164, pp.228-237. ⟨10.1016/j.conbuildmat.2017.12.209⟩
In the conventional French railway substructures, a layer namely interlayer was created naturally by the interpenetration of ballast and subgrade. The lower part of this interlayer is characterized by a matrix of fines with inclusion of coarse grains
Autor:
Renpeng Chen, Patrick Aimedieu, Yu-Jun Cui, Han Lin Wang, Francisco Lamas-Lopez, Jean-Claude Dupla, Jean Canou, Nicolas Calon, Gilles Saussine
Publikováno v:
Canadian Geotechnical Journal
Canadian Geotechnical Journal, NRC Research Press, 2017, 54 (12), pp.1672-1681. ⟨10.1139/cgj-2016-0673⟩
Canadian Geotechnical Journal, NRC Research Press, 2017, 54 (12), pp.1672-1681. ⟨10.1139/cgj-2016-0673⟩
For the French conventional railway lines, a layer, namely interlayer, was created in the substructure mainly by the interpenetration of ballast grains and subgrade soils. The in situ investigation indicated that the content of coarse grains decrease
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 5, Pp 818-829 (2017)
For the 30,000 km long French conventional railway lines (94% of the whole network), the train speed is currently limited to 220 km/h, whilst the speed is 320 km/h for the 1800 km long high-speed lines. Nowadays, there is a growing need to improve th
Publikováno v:
Soil Dynamics and Earthquake Engineering. 99:203-212
From a practical point of view, it is important to empirically predict the mechanical behaviour of railway track-bed of multi-layers using simple models. In this study, Field monitoring was performed using several accelerometers installed in differen
Publikováno v:
Journal of Zhejiang University-SCIENCE A. 18:553-566
A conventional French railway track was instrumented with accelerometers and geophones at three depths: sleeper (surface), interlayer (ITL, z=−0.93 m), and transition layer (TL, z=−1.20 m). A linear variable differential transformer (LVDT) was al
Publikováno v:
Soils and Foundations
Soils and Foundations, Japanese Geotechnical Society, 2016, 56 (2), pp.240-250. ⟨10.1016/j.sandf.2016.02.007⟩
Soils and Foundations, Japanese Geotechnical Society, 2016, 56 (2), pp.240-250. ⟨10.1016/j.sandf.2016.02.007⟩
International audience; Prior to renewal or maintenance works on a railway track it is required to perform a proper investigation of the stiffness thickness of each material constituting the track-bed. In practice, different techniques are used for t
Autor:
Renpeng Chen, Jean-Claude Dupla, Nicolas Calon, Gilles Saussine, Jean Canou, Patrick Aimedieu, Yu-Jun Cui, Francisco Lamas-Lopez, Han Lin Wang
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers, 2018, 144 (8), pp.04018044. ⟨10.1061/(ASCE)GT.1943-5606.0001911⟩
Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers, 2018, 144 (8), pp.04018044. ⟨10.1061/(ASCE)GT.1943-5606.0001911⟩
International audience; In the French conventional railway substructure, the interpenetration of ballast grains and subgrade fine soils that occurred over years of operation has created a new layer, namely, an interlayer. The in situ investigation on
Publikováno v:
Canadian Geotechnical Journal
Canadian Geotechnical Journal, NRC Research Press, 2018, 55 (2), pp.182-190. ⟨10.1139/cgj-2016-0628⟩
Canadian Geotechnical Journal, NRC Research Press, 2018, 55 (2), pp.182-190. ⟨10.1139/cgj-2016-0628⟩
International audience; To better understand the overall hydromechanical behaviour of interlayer soil, the compaction behaviour of one of the two components — the portion of fines (
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ada24a893461184ea5bb70d4e1a3faa9
https://hal.archives-ouvertes.fr/hal-01982071
https://hal.archives-ouvertes.fr/hal-01982071