Permanent Deformation of Asphalt Mixtures - 8 Angebote vergleichen
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Permanent Deformation of Asphalt Mixtures
DE PB NW
ISBN: 9783659836411 bzw. 3659836419, in Deutsch, Scholar'S Press, Taschenbuch, neu.
Lieferung aus: Deutschland, Versandkosten nach: Deutschland, Versandkostenfrei.
Von Händler/Antiquariat, buecher.de GmbH & Co. KG, [1].
This research explores the contribution of the aggregate skeleton and the bituminous mortar towards the resistance to permanent deformation of asphalt mixtures. Towards this end, laboratory material testing was performed on porous asphalt concrete (PAC), stone mastic asphalt (SMA) and dense asphalt mixtures (DAC). An identification process was developed to determine the composition of the skeleton and the bituminous mortar. In order to prepare test specimens with reasonable compaction homogeneity, specimen preparation protocols were developed with the help of X-ray tomography. Separate laboratory tests were performed on the asphalt mixture, aggregate skeleton, bituminous mortar and bitumen. The results showed that the aggregate skeleton and degree of compaction is important for the permanent deformation behaviour of stone skeleton asphalt mixtures such as PAC and SMA. The test results also underscored the importance of the contribution of the mastic in permanent deformation behaviour of the DAC. In addition, the permanent deformation behaviour in two test pavements was analysed. The analysis showed that the behaviour could be explained by the approach developed in this research. 2016. 280 S. 220 mm Versandfertig in 3-5 Tagen, Softcover, Neuware.
Von Händler/Antiquariat, buecher.de GmbH & Co. KG, [1].
This research explores the contribution of the aggregate skeleton and the bituminous mortar towards the resistance to permanent deformation of asphalt mixtures. Towards this end, laboratory material testing was performed on porous asphalt concrete (PAC), stone mastic asphalt (SMA) and dense asphalt mixtures (DAC). An identification process was developed to determine the composition of the skeleton and the bituminous mortar. In order to prepare test specimens with reasonable compaction homogeneity, specimen preparation protocols were developed with the help of X-ray tomography. Separate laboratory tests were performed on the asphalt mixture, aggregate skeleton, bituminous mortar and bitumen. The results showed that the aggregate skeleton and degree of compaction is important for the permanent deformation behaviour of stone skeleton asphalt mixtures such as PAC and SMA. The test results also underscored the importance of the contribution of the mastic in permanent deformation behaviour of the DAC. In addition, the permanent deformation behaviour in two test pavements was analysed. The analysis showed that the behaviour could be explained by the approach developed in this research. 2016. 280 S. 220 mm Versandfertig in 3-5 Tagen, Softcover, Neuware.
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Permanent Deformation of Asphalt Mixtures (2016)
DE PB NW RP
ISBN: 9783659836411 bzw. 3659836419, in Deutsch, SPS Apr 2016, Taschenbuch, neu, Nachdruck.
Lieferung aus: Deutschland, Versandkostenfrei.
Von Händler/Antiquariat, AHA-BUCH GmbH [51283250], Einbeck, Germany.
This item is printed on demand - Print on Demand Neuware - This research explores the contribution of the aggregate skeleton and the bituminous mortar towards the resistance to permanent deformation of asphalt mixtures. Towards this end, laboratory material testing was performed on porous asphalt concrete (PAC), stone mastic asphalt (SMA) and dense asphalt mixtures (DAC). An identification process was developed to determine the composition of the skeleton and the bituminous mortar. In order to prepare test specimens with reasonable compaction homogeneity, specimen preparation protocols were developed with the help of X-ray tomography. Separate laboratory tests were performed on the asphalt mixture, aggregate skeleton, bituminous mortar and bitumen. The results showed that the aggregate skeleton and degree of compaction is important for the permanent deformation behaviour of stone skeleton asphalt mixtures such as PAC and SMA. The test results also underscored the importance of the contribution of the mastic in permanent deformation behaviour of the DAC. In addition, the permanent deformation behaviour in two test pavements was analysed. The analysis showed that the behaviour could be explained by the approach developed in this research. 280 pp. Englisch.
Von Händler/Antiquariat, AHA-BUCH GmbH [51283250], Einbeck, Germany.
This item is printed on demand - Print on Demand Neuware - This research explores the contribution of the aggregate skeleton and the bituminous mortar towards the resistance to permanent deformation of asphalt mixtures. Towards this end, laboratory material testing was performed on porous asphalt concrete (PAC), stone mastic asphalt (SMA) and dense asphalt mixtures (DAC). An identification process was developed to determine the composition of the skeleton and the bituminous mortar. In order to prepare test specimens with reasonable compaction homogeneity, specimen preparation protocols were developed with the help of X-ray tomography. Separate laboratory tests were performed on the asphalt mixture, aggregate skeleton, bituminous mortar and bitumen. The results showed that the aggregate skeleton and degree of compaction is important for the permanent deformation behaviour of stone skeleton asphalt mixtures such as PAC and SMA. The test results also underscored the importance of the contribution of the mastic in permanent deformation behaviour of the DAC. In addition, the permanent deformation behaviour in two test pavements was analysed. The analysis showed that the behaviour could be explained by the approach developed in this research. 280 pp. Englisch.
3
Permanent Deformation of Asphalt Mixtures (2016)
~EN PB NW
ISBN: 9783659836411 bzw. 3659836419, vermutlich in Englisch, Sps, Taschenbuch, neu.
Lieferung aus: Deutschland, Lieferbar in 2 - 3 Tage.
Permanent Deformation of Asphalt Mixtures This research explores the contribution of the aggregate skeleton and the bituminous mortar towards the resistance to permanent deformation of asphalt mixtures. Towards this end, laboratory material testing was performed on porous asphalt concrete (PAC), stone mastic asphalt (SMA) and dense asphalt mixtures (DAC). An identification process was developed to determine the composition of the skeleton and the bituminous mortar. In order to prepare test specimens with reasonable compaction homogeneity, specimen preparation protocols were developed with the help of X-ray tomography. Separate laboratory tests were performed on the asphalt mixture, aggregate skeleton, bituminous mortar and bitumen. The results showed that the aggregate skeleton and degree of compaction is important for the permanent deformation behaviour of stone skeleton asphalt mixtures such as PAC and SMA. The test results also underscored the importance of the contribution of the mastic in permanent deformation behaviour of the DAC. In addition, the permanent deformation behaviour in two test pavements was analysed. The analysis showed that the behaviour could be explained by the approach developed in this research. 22.04.2016, Taschenbuch.
Permanent Deformation of Asphalt Mixtures This research explores the contribution of the aggregate skeleton and the bituminous mortar towards the resistance to permanent deformation of asphalt mixtures. Towards this end, laboratory material testing was performed on porous asphalt concrete (PAC), stone mastic asphalt (SMA) and dense asphalt mixtures (DAC). An identification process was developed to determine the composition of the skeleton and the bituminous mortar. In order to prepare test specimens with reasonable compaction homogeneity, specimen preparation protocols were developed with the help of X-ray tomography. Separate laboratory tests were performed on the asphalt mixture, aggregate skeleton, bituminous mortar and bitumen. The results showed that the aggregate skeleton and degree of compaction is important for the permanent deformation behaviour of stone skeleton asphalt mixtures such as PAC and SMA. The test results also underscored the importance of the contribution of the mastic in permanent deformation behaviour of the DAC. In addition, the permanent deformation behaviour in two test pavements was analysed. The analysis showed that the behaviour could be explained by the approach developed in this research. 22.04.2016, Taschenbuch.
4
Permanent Deformation of Asphalt Mixtures (2016)
~EN PB NW
ISBN: 9783659836411 bzw. 3659836419, vermutlich in Englisch, Sps, Taschenbuch, neu.
Lieferung aus: Schweiz, Erscheint demnächst.
Permanent Deformation of Asphalt Mixtures, This research explores the contribution of the aggregate skeleton and the bituminous mortar towards the resistance to permanent deformation of asphalt mixtures. Towards this end, laboratory material testing was performed on porous asphalt concrete (PAC), stone mastic asphalt (SMA) and dense asphalt mixtures (DAC). An identification process was developed to determine the composition of the skeleton and the bituminous mortar. In order to prepare test specimens with reasonable compaction homogeneity, specimen preparation protocols were developed with the help of X-ray tomography. Separate laboratory tests were performed on the asphalt mixture, aggregate skeleton, bituminous mortar and bitumen. The results showed that the aggregate skeleton and degree of compaction is important for the permanent deformation behaviour of stone skeleton asphalt mixtures such as PAC and SMA. The test results also underscored the importance of the contribution of the mastic in permanent deformation behaviour of the DAC. In addition, the permanent deformation behaviour in two test pavements was analysed. The analysis showed that the behaviour could be explained by the approach developed in this research. Taschenbuch, 22.04.2016.
Permanent Deformation of Asphalt Mixtures, This research explores the contribution of the aggregate skeleton and the bituminous mortar towards the resistance to permanent deformation of asphalt mixtures. Towards this end, laboratory material testing was performed on porous asphalt concrete (PAC), stone mastic asphalt (SMA) and dense asphalt mixtures (DAC). An identification process was developed to determine the composition of the skeleton and the bituminous mortar. In order to prepare test specimens with reasonable compaction homogeneity, specimen preparation protocols were developed with the help of X-ray tomography. Separate laboratory tests were performed on the asphalt mixture, aggregate skeleton, bituminous mortar and bitumen. The results showed that the aggregate skeleton and degree of compaction is important for the permanent deformation behaviour of stone skeleton asphalt mixtures such as PAC and SMA. The test results also underscored the importance of the contribution of the mastic in permanent deformation behaviour of the DAC. In addition, the permanent deformation behaviour in two test pavements was analysed. The analysis showed that the behaviour could be explained by the approach developed in this research. Taschenbuch, 22.04.2016.
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Permanent Deformation of Asphalt Mixtures
~EN NW AB
ISBN: 9783659836411 bzw. 3659836419, vermutlich in Englisch, neu, Hörbuch.
Lieferung aus: Deutschland, Lieferzeit: 5 Tage.
This research explores the contribution of the aggregate skeleton and the bituminous mortar towards the resistance to permanent deformation of asphalt mixtures. Towards this end, laboratory material testing was performed on porous asphalt concrete (PAC), stone mastic asphalt (SMA) and dense asphalt mixtures (DAC). An identification process was developed to determine the composition of the skeleton and the bituminous mortar. In order to prepare test specimens with reasonable compaction homogeneity, specimen preparation protocols were developed with the help of X-ray tomography. Separate laboratory tests were performed on the asphalt mixture, aggregate skeleton, bituminous mortar and bitumen. The results showed that the aggregate skeleton and degree of compaction is important for the permanent deformation behaviour of stone skeleton asphalt mixtures such as PAC and SMA. The test results also underscored the importance of the contribution of the mastic in permanent deformation behaviour of the DAC. In addition, the permanent deformation behaviour in two test pavements was analysed. The analysis showed that the behaviour could be explained by the approach developed in this research.
This research explores the contribution of the aggregate skeleton and the bituminous mortar towards the resistance to permanent deformation of asphalt mixtures. Towards this end, laboratory material testing was performed on porous asphalt concrete (PAC), stone mastic asphalt (SMA) and dense asphalt mixtures (DAC). An identification process was developed to determine the composition of the skeleton and the bituminous mortar. In order to prepare test specimens with reasonable compaction homogeneity, specimen preparation protocols were developed with the help of X-ray tomography. Separate laboratory tests were performed on the asphalt mixture, aggregate skeleton, bituminous mortar and bitumen. The results showed that the aggregate skeleton and degree of compaction is important for the permanent deformation behaviour of stone skeleton asphalt mixtures such as PAC and SMA. The test results also underscored the importance of the contribution of the mastic in permanent deformation behaviour of the DAC. In addition, the permanent deformation behaviour in two test pavements was analysed. The analysis showed that the behaviour could be explained by the approach developed in this research.
6
Permanent Deformation of Asphalt Mixtures
~EN PB NW
ISBN: 9783659836411 bzw. 3659836419, vermutlich in Englisch, SPS, Taschenbuch, neu.
Lieferung aus: Deutschland, Versandkostenfrei.
Permanent Deformation of Asphalt Mixtures: This research explores the contribution of the aggregate skeleton and the bituminous mortar towards the resistance to permanent deformation of asphalt mixtures. Towards this end, laboratory material testing was performed on porous asphalt concrete (PAC), stone mastic asphalt (SMA) and dense asphalt mixtures (DAC). An identification process was developed to determine the composition of the skeleton and the bituminous mortar. In order to prepare test specimens with reasonable compaction homogeneity, specimen preparation protocols were developed with the help of X-ray tomography. Separate laboratory tests were performed on the asphalt mixture, aggregate skeleton, bituminous mortar and bitumen. The results showed that the aggregate skeleton and degree of compaction is important for the permanent deformation behaviour of stone skeleton asphalt mixtures such as PAC and SMA. The test results also underscored the importance of the contribution of the mastic in permanent deformation behaviour of the DAC. In addition, the permanent deformation behaviour in two test pavements was analysed. The analysis showed that the behaviour could be explained by the approach developed in this research. Englisch, Taschenbuch.
Permanent Deformation of Asphalt Mixtures: This research explores the contribution of the aggregate skeleton and the bituminous mortar towards the resistance to permanent deformation of asphalt mixtures. Towards this end, laboratory material testing was performed on porous asphalt concrete (PAC), stone mastic asphalt (SMA) and dense asphalt mixtures (DAC). An identification process was developed to determine the composition of the skeleton and the bituminous mortar. In order to prepare test specimens with reasonable compaction homogeneity, specimen preparation protocols were developed with the help of X-ray tomography. Separate laboratory tests were performed on the asphalt mixture, aggregate skeleton, bituminous mortar and bitumen. The results showed that the aggregate skeleton and degree of compaction is important for the permanent deformation behaviour of stone skeleton asphalt mixtures such as PAC and SMA. The test results also underscored the importance of the contribution of the mastic in permanent deformation behaviour of the DAC. In addition, the permanent deformation behaviour in two test pavements was analysed. The analysis showed that the behaviour could be explained by the approach developed in this research. Englisch, Taschenbuch.
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