WKOV:TA 418.14
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| Fältnamn | Indikatorer | Metadata |
|---|---|---|
| 000 | 02917cam a22007937a 4500 | |
| 001 | 7578073 | |
| 003 | SE-LIBR | |
| 005 | 20151228101853.0 | |
| 008 | 011211s1993 ne |||||||||||000 0|eng|c | |
| 020 | a 9061911745 | |
| 035 | 9 9061911745 | |
| 040 | a Ze a | |
| 041 | 1 | a engh rus |
| 082 | 4 | a 624.150 911 |
| 084 | a TA 418.14 | |
| 084 | a TA 710 | |
| 084 | a Ppada2 kssb/8 (machine generated) | |
| 100 | 1 | a Zareckiy, Ju. K.0 https://libris.kb.se/53hkghmp2ktwdsb#it |
| 245 | 0 0 | a Soil viscoplasticity and design of structures :b including appendices on viscoplasticity of ice and frozen ground, long-time stability and creep of structures on slopes /c Yu. K. Zaretskiy. |
| 264 | 1 | a Rotterdam :b Balkema,c 1993 |
| 300 | a xiv, 454 s.b ill. | |
| 490 | 1 | a Geotechnika : Rotterdam,x 99-1316202-5 ;v 4 |
| 653 | 4 | a Tjäle (Grundläggningar) |
| 830 | 0 | a Geotechnika : Rotterdam,x 99-1316202-5 ;v 4 |
| 887 | a {"@id":"3ld9f3hf2m4vrz3","modified":"2015-12-28T10:18:53+01:00","checksum":"40078785565"}2 librisxl | |
| 900 | 1 s | 6 100a Zaretskiy, Yu. K.u Zareckiy, Ju. K. |
| 841 | 5 Laa x ab 020110||0000||||4000||||||000000e 1 | |
| 082 | 0 4 | 5 Laa 624.150 911 |
| 082 | 0 4 | 5 Laa 624.151 36 |
| 653 | 5 Laa Cohesionless soil | |
| 653 | 5 Laa Clayey soil | |
| 653 | 5 Laa Subsiding soils | |
| 653 | 5 Laa Thawing soils | |
| 653 | 5 Laa Computation | |
| 653 | 5 Laa Settlement | |
| 653 | 5 Laa Stress-strain condition | |
| 653 | 5 Laa Natural foundations | |
| 653 | 5 Laa Design | |
| 653 | 5 Laa Bored cast-in-place piles | |
| 653 | 5 Laa Stress-strain computations | |
| 653 | 5 Laa Earth dams | |
| 653 | 5 Laa Long-term stability | |
| 653 | 5 Laa Creep | |
| 653 | 5 Laa Structures on slopes | |
| 852 | 8 | 5 Lab Lah 624.151 36l Zaretskiy |
| 887 | 5 Laa {"@id":"v05c61j148hmzf6","modified":"2008-03-26T12:52:38+01:00","checksum":"114489275403"}2 librisxl | |
| 841 | 5 Ta x ab 020110||0000||||4000||||||000000e 1 | |
| 082 | 0 4 | 5 Ta 624.150 911 |
| 082 | 0 4 | 5 Ta 624.151 36 |
| 650 | 4 | 5 Ta Tjäle (Grundläggningar) |
| 650 | 4 | 5 Ta Frozen ground (Foundation engineering) |
| 650 | 4 | 5 Ta Jordmekanik |
| 650 | 4 | 5 Ta Soil mechanics |
| 653 | 5 Ta Viscoelasticity | |
| 653 | 5 Ta Viscoplasticity | |
| 653 | 5 Ta Ice | |
| 653 | 5 Ta Microcracking | |
| 852 | 5 Tb Th 4aj 743 | |
| 887 | 5 Ta {"@id":"w16d72k20s8s4v6","modified":"2003-02-03T21:30:03+01:00","checksum":"85037429236"}2 librisxl | |
| 841 | 5 Za x ab 020110||0000||||4000||||||000000e 1 | |
| 050 | 4 | 5 Za TA 418.14 |
| 050 | 4 | 5 Za TA 710 |
| 698 | 5 Zb Soil mechanics | |
| 698 | 5 Zb Plasticity of materials | |
| 698 | 5 Zb Plasticitet - material | |
| 698 | 5 Zb Plasticitetsteori | |
| 698 | 5 Zb Jordmekanik | |
| 852 | 5 Zb Z | |
| 887 | 5 Za {"@id":"x27f83l31x354vj","modified":"2019-05-08T11:53:51.757+02:00","checksum":"27505570613"}2 librisxl |
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