Rock Grouting with Emphasis on Dam Sites
Fifteen years have passed since I was working at a dam site super vising grouting work. That was not the first time that I had to car ry out engineering geological investigations for several similar projects, which always included testing programmes to find out the permeability of the rock, and ofte...
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| Sprache: | English |
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Berlin, Heidelberg
Springer Berlin Heidelberg
1985
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| 520 | |a Fifteen years have passed since I was working at a dam site super vising grouting work. That was not the first time that I had to car ry out engineering geological investigations for several similar projects, which always included testing programmes to find out the permeability of the rock, and often I was in charge of grouting work. It thus attracted my attention when this particular grouting programme did not run as intended: most of the grout holes took only very little grout! It could not be the aim of the invested work simply to drill holes and fill them again without bringing about any further improvement. Fortunately, I had the chance to be en gaged in many other grouting programmes in the following years and used all these examples to analyse as thoroughly as possible the permeability of the rocks being treated in view of their grout ability. The more I studied, the stronger my conviction grew that our rules which had decided the grouting of rock for many de cades should be developed further, and therefore I occupied my self with contributing some ideas for a new basis to investigation and judgment of permeability of rock and for a more adequate application of this technology | ||
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Datensatz im Suchindex
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That was not the first time that I had to car ry out engineering geological investigations for several similar projects, which always included testing programmes to find out the permeability of the rock, and often I was in charge of grouting work. It thus attracted my attention when this particular grouting programme did not run as intended: most of the grout holes took only very little grout! It could not be the aim of the invested work simply to drill holes and fill them again without bringing about any further improvement. Fortunately, I had the chance to be en gaged in many other grouting programmes in the following years and used all these examples to analyse as thoroughly as possible the permeability of the rocks being treated in view of their grout ability. The more I studied, the stronger my conviction grew that our rules which had decided the grouting of rock for many de cades should be developed further, and therefore I occupied my self with contributing some ideas for a new basis to investigation and judgment of permeability of rock and for a more adequate application of this technology</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Earth Sciences</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Geotechnical Engineering & Applied Earth Sciences</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Earth sciences</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Geotechnical engineering</subfield></datafield><datafield tag="776" ind1="0" ind2="8"><subfield code="i">Erscheint auch als</subfield><subfield code="n">Druck-Ausgabe</subfield><subfield code="z">9783642510137</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1007/978-3-642-51011-3</subfield><subfield code="x">Verlag</subfield><subfield code="z">URL des Erstveröffentlichers</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-2-EES</subfield></datafield><datafield tag="940" ind1="1" ind2=" "><subfield code="q">ZDB-2-EES_Archiv</subfield></datafield><datafield tag="943" ind1="1" ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-030567468</subfield></datafield><datafield tag="966" ind1="e" ind2=" "><subfield code="u">https://doi.org/10.1007/978-3-642-51011-3</subfield><subfield code="l">DE-634</subfield><subfield code="p">ZDB-2-EES</subfield><subfield code="q">ZDB-2-EES_Archiv</subfield><subfield code="x">Verlag</subfield><subfield code="3">Volltext</subfield></datafield></record></collection> |
| id | DE-604.BV045178238 |
| illustrated | Not Illustrated |
| indexdate | 2024-12-24T06:51:30Z |
| institution | BVB |
| isbn | 9783642510113 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-030567468 |
| oclc_num | 1053807058 |
| open_access_boolean | |
| owner | DE-634 |
| owner_facet | DE-634 |
| physical | 1 Online-Ressource (XII, 428 p. 56 illus) |
| psigel | ZDB-2-EES ZDB-2-EES_Archiv ZDB-2-EES ZDB-2-EES_Archiv |
| publishDate | 1985 |
| publishDateSearch | 1985 |
| publishDateSort | 1985 |
| publisher | Springer Berlin Heidelberg |
| record_format | marc |
| spelling | Ewert, Friedrich-Karl Verfasser aut Rock Grouting with Emphasis on Dam Sites by Friedrich-Karl Ewert Berlin, Heidelberg Springer Berlin Heidelberg 1985 1 Online-Ressource (XII, 428 p. 56 illus) txt rdacontent c rdamedia cr rdacarrier Fifteen years have passed since I was working at a dam site super vising grouting work. That was not the first time that I had to car ry out engineering geological investigations for several similar projects, which always included testing programmes to find out the permeability of the rock, and often I was in charge of grouting work. It thus attracted my attention when this particular grouting programme did not run as intended: most of the grout holes took only very little grout! It could not be the aim of the invested work simply to drill holes and fill them again without bringing about any further improvement. Fortunately, I had the chance to be en gaged in many other grouting programmes in the following years and used all these examples to analyse as thoroughly as possible the permeability of the rocks being treated in view of their grout ability. The more I studied, the stronger my conviction grew that our rules which had decided the grouting of rock for many de cades should be developed further, and therefore I occupied my self with contributing some ideas for a new basis to investigation and judgment of permeability of rock and for a more adequate application of this technology Earth Sciences Geotechnical Engineering & Applied Earth Sciences Earth sciences Geotechnical engineering Erscheint auch als Druck-Ausgabe 9783642510137 https://doi.org/10.1007/978-3-642-51011-3 Verlag URL des Erstveröffentlichers Volltext |
| spellingShingle | Ewert, Friedrich-Karl Rock Grouting with Emphasis on Dam Sites Earth Sciences Geotechnical Engineering & Applied Earth Sciences Earth sciences Geotechnical engineering |
| title | Rock Grouting with Emphasis on Dam Sites |
| title_auth | Rock Grouting with Emphasis on Dam Sites |
| title_exact_search | Rock Grouting with Emphasis on Dam Sites |
| title_full | Rock Grouting with Emphasis on Dam Sites by Friedrich-Karl Ewert |
| title_fullStr | Rock Grouting with Emphasis on Dam Sites by Friedrich-Karl Ewert |
| title_full_unstemmed | Rock Grouting with Emphasis on Dam Sites by Friedrich-Karl Ewert |
| title_short | Rock Grouting |
| title_sort | rock grouting with emphasis on dam sites |
| title_sub | with Emphasis on Dam Sites |
| topic | Earth Sciences Geotechnical Engineering & Applied Earth Sciences Earth sciences Geotechnical engineering |
| topic_facet | Earth Sciences Geotechnical Engineering & Applied Earth Sciences Earth sciences Geotechnical engineering |
| url | https://doi.org/10.1007/978-3-642-51011-3 |
| work_keys_str_mv | AT ewertfriedrichkarl rockgroutingwithemphasisondamsites |