| 000 | 00841nam a2200229 a 4500 | ||
|---|---|---|---|
| 001 | vtls000045826 | ||
| 003 | KUKTEM | ||
| 005 | 20251117145535.0 | ||
| 008 | 100514t2008 ne dao f 000 0 eng d | ||
| 020 | _a9780415384872 | ||
| 039 | 9 |
_a201107132229 _bVLOAD _c201102180815 _dida _y201005141507 _zsafura |
|
| 040 | _aUMP | ||
| 090 | _aTA760 .L56 2008 | ||
| 100 | 1 | _aLimsiri, Cheevin | |
| 245 | 1 | 0 |
_aVery soft organic clay applied for road embankment : _bmodelling and optimisation approach / _cby Cheevin Limsiri |
| 260 |
_aLeiden : _bTaylor & Francis/Balkema, _cc2008 |
||
| 300 |
_axii, 153 p. : _bill. ; _c26 cm. |
||
| 504 | _aIncludes bibliographical references | ||
| 650 | 0 |
_aEmbankment _xDesign and constructions |
|
| 650 | 0 | _aSoil stabilization | |
| 999 |
_aVIRTUA40 _c48415 _d48421 |
||
| 999 | _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5040*6500*6501*9991 | ||