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Titlebook: Advances in Rockfill Structures; E. Maranha Neves Book 1991 Springer Science+Business Media Dordrecht 1991 Fundament.concrete.finite eleme

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樓主: bile-acids
51#
發(fā)表于 2025-3-30 09:07:16 | 只看該作者
52#
發(fā)表于 2025-3-30 15:57:46 | 只看該作者
Advances in Rockfill Structures978-94-011-3206-0Series ISSN 0168-132X
53#
發(fā)表于 2025-3-30 20:33:32 | 只看該作者
Influence of External Source on KPI Equationhly characteristic of rockfills and, therefore, makes them different from soil structures. In some specific aspects, it may even be feasible to predict that behaviour by resorting to simple tests performed directly on individual rock pieces.
54#
發(fā)表于 2025-3-30 22:16:45 | 只看該作者
Monica Cazzolle,Paola Perchinunno,Vito Riccils mainly with experience within the United Kingdom and, in particular, with field and laboratory measurements associated with embankment dams and opencast mining backfills made by the Building Research Establishment (BRE) during the last 20 years.
55#
發(fā)表于 2025-3-31 04:44:28 | 只看該作者
Lucia Della Spina,Francesco Calabròockfill, because the large sizes of rock cannot be introduced in the laboratory moulds. Usually it is not allowable to employ sizes larger than one fifth the smaller inner dimension of the container (v. Salas and Justo, 1975).
56#
發(fā)表于 2025-3-31 06:29:19 | 只看該作者
57#
發(fā)表于 2025-3-31 10:04:16 | 只看該作者
https://doi.org/10.1007/978-3-319-95162-1aluation should confirm the existence of adequate safety conditions or, if problems exist, detect and identify their causes, develop analysis or tests to study their incidence in dam safety and, if necessary to recommend operational restrictions, remedial repairs or both.
58#
發(fā)表于 2025-3-31 14:55:39 | 只看該作者
59#
發(fā)表于 2025-3-31 18:29:46 | 只看該作者
https://doi.org/10.1007/978-94-011-3206-0Fundament; concrete; finite element method; stability; stress; structures
60#
發(fā)表于 2025-4-1 00:17:09 | 只看該作者
978-94-010-5414-0Springer Science+Business Media Dordrecht 1991
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