A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stabilization of slopes of granito-gneissic residuary soils
When large rocks are embedded in residuary soil stratum or are resting on slope surface, most economical way of stabilization is by means of concrete slabs anchored to slope by means of prestressed steel rods sunk into slope; method is presented for calculating total cross section of anchor rods required for anchoring individual large rocks, and number of rods per surface unit required for stabilizing large slope surfaces.
Stabilization of slopes of granito-gneissic residuary soils
When large rocks are embedded in residuary soil stratum or are resting on slope surface, most economical way of stabilization is by means of concrete slabs anchored to slope by means of prestressed steel rods sunk into slope; method is presented for calculating total cross section of anchor rods required for anchoring individual large rocks, and number of rods per surface unit required for stabilizing large slope surfaces.
Stabilization of slopes of granito-gneissic residuary soils
Stabilisation de talus de sols residuels d'origine granitogneissique
Da Costa Nunes, A.J. (author) / de Alencar Velloso, D. (author)
1966
7 pages
Article (Journal)
French
© Metadata Copyright Elsevier B. V. All rights reserved.
| Tema Archive | 1990
Granito andino e invenzione strutturale
| Online Contents | 2009
Panel report: Deformability of young gneissic soils of SE Brazil
| British Library Conference Proceedings | 1998
Groundwater modelling of a weathered gneissic cover
| British Library Online Contents | 2006