Matches in SemOpenAlex for { <https://semopenalex.org/work/W646079920> ?p ?o ?g. }
Showing items 1 to 63 of
63
with 100 items per page.
- W646079920 endingPage "56" @default.
- W646079920 startingPage "49" @default.
- W646079920 abstract "The disposal of soft clay is both difficult and expensive in Sweden due to environmental considerations. If soft clay can be used in embankments instead of sand and gravel close to the place where it is excavated, then the costs can be reduced by 50 to 100 sw.cr/cu M; 5 to 10 f/cu M. To examine this possibility a 42 M long and 12 M wide road embankment was constructed of soft clay about 10 km north of Stockholm. The thickness of the clay fill was 1.8 M. The embankment was opened for traffic in may 1973, eleven months after the placement of the clay. The road embankment has behaved satisfactorily up to the time of writing (1978). The clay was so soft when it was placed in the embankment that it behaved almost as a liquid. The clay had initially a shear strength of about 10 kpa but in the embankment the shear strength was less than 3 kpa due to the remoulding. Plastic-paper drain strips (geodrains) were placed in the fill two months after the construction of the fill. The 10 cm wide drains were placed either horizontally or vertically in two test sections. The third test section was used as reference. The clay embankment was loaded by a 1.0 M high gravel fill which was placed on the clay. After nine months 0.4 M of the fill was removed and the area was paved. The settlements of the 1.8 M thick clay fill have been measured as well as compression of different layers. Also the distribution of the pore water pressure and of the lateral earth pressure in the different sections during the consolidation was determined as well as the increase of the shear strength and of the bearing capacity of the clay with time. (Author/TRRL)" @default.
- W646079920 created "2016-06-24" @default.
- W646079920 creator A5022019461 @default.
- W646079920 creator A5084743424 @default.
- W646079920 date "1979-01-01" @default.
- W646079920 modified "2023-09-23" @default.
- W646079920 title "Behaviour of a road embankment constructed of soft clay and provided with drain strips" @default.
- W646079920 cites W1977727715 @default.
- W646079920 doi "https://doi.org/10.1680/cf1979.00698.0005" @default.
- W646079920 hasPublicationYear "1979" @default.
- W646079920 type Work @default.
- W646079920 sameAs 646079920 @default.
- W646079920 citedByCount "1" @default.
- W646079920 crossrefType "book-chapter" @default.
- W646079920 hasAuthorship W646079920A5022019461 @default.
- W646079920 hasAuthorship W646079920A5084743424 @default.
- W646079920 hasConcept C115038398 @default.
- W646079920 hasConcept C127313418 @default.
- W646079920 hasConcept C127413603 @default.
- W646079920 hasConcept C127893833 @default.
- W646079920 hasConcept C147176958 @default.
- W646079920 hasConcept C159390177 @default.
- W646079920 hasConcept C159750122 @default.
- W646079920 hasConcept C187320778 @default.
- W646079920 hasConcept C3017560084 @default.
- W646079920 hasConceptScore W646079920C115038398 @default.
- W646079920 hasConceptScore W646079920C127313418 @default.
- W646079920 hasConceptScore W646079920C127413603 @default.
- W646079920 hasConceptScore W646079920C127893833 @default.
- W646079920 hasConceptScore W646079920C147176958 @default.
- W646079920 hasConceptScore W646079920C159390177 @default.
- W646079920 hasConceptScore W646079920C159750122 @default.
- W646079920 hasConceptScore W646079920C187320778 @default.
- W646079920 hasConceptScore W646079920C3017560084 @default.
- W646079920 hasLocation W6460799201 @default.
- W646079920 hasOpenAccess W646079920 @default.
- W646079920 hasPrimaryLocation W6460799201 @default.
- W646079920 hasRelatedWork W1581354865 @default.
- W646079920 hasRelatedWork W2089407540 @default.
- W646079920 hasRelatedWork W2188521846 @default.
- W646079920 hasRelatedWork W2330170309 @default.
- W646079920 hasRelatedWork W3010723216 @default.
- W646079920 hasRelatedWork W313518350 @default.
- W646079920 hasRelatedWork W3145191000 @default.
- W646079920 hasRelatedWork W3159117038 @default.
- W646079920 hasRelatedWork W589135069 @default.
- W646079920 hasRelatedWork W600067265 @default.
- W646079920 hasRelatedWork W604519567 @default.
- W646079920 hasRelatedWork W633342325 @default.
- W646079920 hasRelatedWork W638066533 @default.
- W646079920 hasRelatedWork W644648899 @default.
- W646079920 hasRelatedWork W652398607 @default.
- W646079920 hasRelatedWork W656596640 @default.
- W646079920 hasRelatedWork W744361307 @default.
- W646079920 hasRelatedWork W762235007 @default.
- W646079920 hasRelatedWork W2958700653 @default.
- W646079920 hasRelatedWork W3153001293 @default.
- W646079920 isParatext "false" @default.
- W646079920 isRetracted "false" @default.
- W646079920 magId "646079920" @default.
- W646079920 workType "book-chapter" @default.