Sökning: WFRF:(Stille Håkan) > Stop criteria for c...
Fältnamn | Indikatorer | Metadata |
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000 | 01810naa a2200277 4500 | |
001 | oai:DiVA.org:kth-64558 | |
003 | SwePub | |
008 | 120124s2005 | |||||||||||000 ||eng| | |
024 | 7 | a https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-645582 URI |
040 | a (SwePub)kth | |
041 | a engb eng | |
042 | 9 SwePub | |
072 | 7 | a ref2 swepub-contenttype |
072 | 7 | a art2 swepub-publicationtype |
100 | 1 | a Gustafson, Gunnaru Chalmers4 aut |
245 | 1 0 | a Stop criteria for cement grouting |
264 | 1 | c 2005 |
338 | a print2 rdacarrier | |
500 | a QC 20120126 | |
520 | a This paper describes relations between grout penetration and grouting time to derive stop criteria for grouting. These criteria are the basis for the design and execution of grouting operations. More specifically the relations provide the possibility to judge the dimensionality of the flow channels which are penetrated by the grout based on measured flow and pressure. They also provide rules to decide which stop criterion is suitable in order to achieve the required penetration, based on the rock condition and grout properties. An example, taken from real grouting work is analysed and discussed regarding flow system dimensionality and the applicability of stop criteria. | |
650 | 7 | a TEKNIK OCH TEKNOLOGIERx Samhällsbyggnadsteknikx Geoteknik0 (SwePub)201062 hsv//swe |
650 | 7 | a ENGINEERING AND TECHNOLOGYx Civil Engineeringx Geotechnical Engineering0 (SwePub)201062 hsv//eng |
700 | 1 | a Stille, Håkanu KTH,Jord- och bergmekanik4 aut0 (Swepub:kth)u1t0os1n |
710 | 2 | a Chalmersb Jord- och bergmekanik4 org |
773 | 0 | t Felsbau : Zeitschrift für Geomechanik und Ingenieurgeologie im Bauwesen und Bergbaug 25:3, s. 62-68q 25:3<62-68x 0174-6979 |
856 | 4 8 | u https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-64558 |
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