Oedometer tests with different specimen heights on a clay exhibiting large secondary compression:
Gespeichert in:
Beteiligte Personen: | , , |
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Format: | Buch |
Sprache: | Englisch |
Veröffentlicht: |
Oslo
Norges Geotekniske Inst.
1972
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Schriftenreihe: | Publikasjon / Norges Geotekniske Institutt
90 |
Schlagwörter: | |
Umfang: | 18,8,18 S. |
Internformat
MARC
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007 | t| | ||
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035 | |a (OCoLC)24087852 | ||
035 | |a (DE-599)BVBBV022118900 | ||
040 | |a DE-604 |b ger | ||
041 | 0 | |a eng | |
049 | |a DE-706 | ||
050 | 0 | |a TA708 | |
100 | 1 | |a Berre, Toralv |e Verfasser |4 aut | |
245 | 1 | 0 | |a Oedometer tests with different specimen heights on a clay exhibiting large secondary compression |c T. Berre and K. Iversen |
264 | 1 | |a Oslo |b Norges Geotekniske Inst. |c 1972 | |
300 | |a 18,8,18 S. | ||
336 | |b txt |2 rdacontent | ||
337 | |b n |2 rdamedia | ||
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490 | 1 | |a Publikasjon / Norges Geotekniske Institutt |v 90 | |
650 | 0 | 7 | |a Bodenverfestigung |0 (DE-588)4146176-9 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Tonboden |0 (DE-588)4185662-4 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Porenwasserdruck |0 (DE-588)4298095-1 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Frostschaden |0 (DE-588)4222668-5 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Wärmeleitung |0 (DE-588)4064192-2 |2 gnd |9 rswk-swf |
689 | 0 | 0 | |a Wärmeleitung |0 (DE-588)4064192-2 |D s |
689 | 0 | |5 DE-604 | |
689 | 1 | 0 | |a Bodenverfestigung |0 (DE-588)4146176-9 |D s |
689 | 1 | |5 DE-604 | |
689 | 2 | 0 | |a Tonboden |0 (DE-588)4185662-4 |D s |
689 | 2 | |5 DE-604 | |
689 | 3 | 0 | |a Frostschaden |0 (DE-588)4222668-5 |D s |
689 | 3 | |5 DE-604 | |
689 | 4 | 0 | |a Porenwasserdruck |0 (DE-588)4298095-1 |D s |
689 | 4 | |5 DE-604 | |
700 | 1 | |a Iversen, K. |e Verfasser |4 aut | |
700 | 1 | 2 | |a Garlanger, John E. |4 aut |t Consolidation of soils exhibiting creep under constant effective stress |
810 | 2 | |a Norges Geotekniske Institutt |t Publikasjon |v 90 |w (DE-604)BV021866650 | |
249 | |a The consolidation of soils exhibiting creep under constant effective stress |v J.E. Garlanger (u.a.) | ||
943 | 1 | |a oai:aleph.bib-bvb.de:BVB01-015333767 |
Datensatz im Suchindex
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---|---|
any_adam_object | |
author | Berre, Toralv Iversen, K. Garlanger, John E. |
author_facet | Berre, Toralv Iversen, K. Garlanger, John E. |
author_role | aut aut aut |
author_sort | Berre, Toralv |
author_variant | t b tb k i ki j e g je jeg |
building | Verbundindex |
bvnumber | BV022118900 |
callnumber-first | T - Technology |
callnumber-label | TA708 |
callnumber-raw | TA708 |
callnumber-search | TA708 |
callnumber-sort | TA 3708 |
callnumber-subject | TA - General and Civil Engineering |
ctrlnum | (OCoLC)24087852 (DE-599)BVBBV022118900 |
format | Book |
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id | DE-604.BV022118900 |
illustrated | Not Illustrated |
indexdate | 2024-12-20T12:48:30Z |
institution | BVB |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-015333767 |
oclc_num | 24087852 |
open_access_boolean | |
owner | DE-706 |
owner_facet | DE-706 |
physical | 18,8,18 S. |
publishDate | 1972 |
publishDateSearch | 1972 |
publishDateSort | 1972 |
publisher | Norges Geotekniske Inst. |
record_format | marc |
series2 | Publikasjon / Norges Geotekniske Institutt |
spelling | Berre, Toralv Verfasser aut Oedometer tests with different specimen heights on a clay exhibiting large secondary compression T. Berre and K. Iversen Oslo Norges Geotekniske Inst. 1972 18,8,18 S. txt rdacontent n rdamedia nc rdacarrier Publikasjon / Norges Geotekniske Institutt 90 Bodenverfestigung (DE-588)4146176-9 gnd rswk-swf Tonboden (DE-588)4185662-4 gnd rswk-swf Porenwasserdruck (DE-588)4298095-1 gnd rswk-swf Frostschaden (DE-588)4222668-5 gnd rswk-swf Wärmeleitung (DE-588)4064192-2 gnd rswk-swf Wärmeleitung (DE-588)4064192-2 s DE-604 Bodenverfestigung (DE-588)4146176-9 s Tonboden (DE-588)4185662-4 s Frostschaden (DE-588)4222668-5 s Porenwasserdruck (DE-588)4298095-1 s Iversen, K. Verfasser aut Garlanger, John E. aut Consolidation of soils exhibiting creep under constant effective stress Norges Geotekniske Institutt Publikasjon 90 (DE-604)BV021866650 The consolidation of soils exhibiting creep under constant effective stress J.E. Garlanger (u.a.) |
spellingShingle | Berre, Toralv Iversen, K. Garlanger, John E. Oedometer tests with different specimen heights on a clay exhibiting large secondary compression Bodenverfestigung (DE-588)4146176-9 gnd Tonboden (DE-588)4185662-4 gnd Porenwasserdruck (DE-588)4298095-1 gnd Frostschaden (DE-588)4222668-5 gnd Wärmeleitung (DE-588)4064192-2 gnd |
subject_GND | (DE-588)4146176-9 (DE-588)4185662-4 (DE-588)4298095-1 (DE-588)4222668-5 (DE-588)4064192-2 |
title | Oedometer tests with different specimen heights on a clay exhibiting large secondary compression |
title_alt | Consolidation of soils exhibiting creep under constant effective stress |
title_auth | Oedometer tests with different specimen heights on a clay exhibiting large secondary compression |
title_exact_search | Oedometer tests with different specimen heights on a clay exhibiting large secondary compression |
title_full | Oedometer tests with different specimen heights on a clay exhibiting large secondary compression T. Berre and K. Iversen |
title_fullStr | Oedometer tests with different specimen heights on a clay exhibiting large secondary compression T. Berre and K. Iversen |
title_full_unstemmed | Oedometer tests with different specimen heights on a clay exhibiting large secondary compression T. Berre and K. Iversen |
title_short | Oedometer tests with different specimen heights on a clay exhibiting large secondary compression |
title_sort | oedometer tests with different specimen heights on a clay exhibiting large secondary compression |
topic | Bodenverfestigung (DE-588)4146176-9 gnd Tonboden (DE-588)4185662-4 gnd Porenwasserdruck (DE-588)4298095-1 gnd Frostschaden (DE-588)4222668-5 gnd Wärmeleitung (DE-588)4064192-2 gnd |
topic_facet | Bodenverfestigung Tonboden Porenwasserdruck Frostschaden Wärmeleitung |
volume_link | (DE-604)BV021866650 |
work_keys_str_mv | AT berretoralv oedometertestswithdifferentspecimenheightsonaclayexhibitinglargesecondarycompression AT iversenk oedometertestswithdifferentspecimenheightsonaclayexhibitinglargesecondarycompression AT garlangerjohne oedometertestswithdifferentspecimenheightsonaclayexhibitinglargesecondarycompression |