000			02142nam a22003975i 4500
999			_c102813 _d102813
001			102813
003			DE-He213
005			20230102113100.0
006			a||||fo|||| 00| 0
007			cr nn 008mamaa
008			171112s2018 gw | s |||| 0|eng d
020			_a9783319672144
024	7		_a10.1007/978-3-319-67214-4 _2doi
040			_bspa _cES-MaUEC _dES-MaUEC
050		4	_aTA455.A7 _bR336 2018 EB
100	1		_aRadovskiy, Boris. _eautor. _4aut _4http://id.loc.gov/vocabulary/relators/aut
245	1	0	_aViscoelastic Properties of Asphalts Based on Penetration and Softening Point _cby Boris Radovskiy, Bagdat Teltayev.
264		1	_aCham _bSpringer International Publishing _c2018
300			_a1 recurso en línea (VIII, 107 páginas 44 ilustraciones, 42 ilustraciones a color.)
336			_2rdacontent _aTexto _btxt
337			_2rdamedia _aelectrónico _bc
338			_2rdacarrier _arecurso electrónico _bcr
347			_atext file _bPDF
490	0		_aStructural Integrity, _x2522-560X _v2
490	0		_aEngineering (Springer-11647)
520	3		_aThis work deals with conventional and new relationships between various viscoelastic properties of road bitumen, determined under different test modes, such as constant stress, constant deformation or cyclic load. Approximate formulas have been derived for prediction of the rheological properties of asphalt based on its standard parameters such as penetration and softening point. The work is intended for researchers and engineers in road paving industry. It may be also of interest for teachers and Civil Engineering students.
988			_aEBSPRINGER_2018
650		7	_2embne _9139473 _aPavimentos
700	1		_aTeltayev, Bagdat. _eautor. _4aut _4http://id.loc.gov/vocabulary/relators/aut
776	0	8	_iEdición impresa: _z9783319672137
776	0	8	_iEdición impresa: _z9783319672151
776	0	8	_iEdición impresa: _z9783319883977
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-319-67214-4 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942			_2lcc _cLE