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Online since: December 2010
Authors: Yong He Wang, Rui Zhou, Wen Yi
Table 1 .Actual pavement rutting and indoor rutting test data of core samples
Tenders
Lane
Rut depth
[mm]
Upper layer DS
[time·mm-1]
Middle layer DS
[time·mm-1]
Upper layer DS
[time·mm-1]
3 Layers total DS
[time·mm-1]
E mark
Super lane
4
1 368
2059
2 896
5 875
main lane
25
1026
3 958
3 503
7 675
F mark
Super lane
5
4742
1931
2 374
7 897
main lane
10
8012
7 628
2 831
17 220
G mark
Super lane
4
1 296
1 270
1 159
3 724
main lane
30
4015
5242
1 678
10 145
Summary
(1) In table 1, the resistance rut capability of main drive and super drive show that the resistance rut capacity of main drive has increased with that of overtaking road surface.
Online since: August 2011
Authors: Xin Quan Xin, Dao Hua Li
Table 1 Principal IR absorption data (cm-1) of the Mo-S-Ag cluster films,thiomolybdates and their cluster ions
————————————————————————————————————————————————————
Specimen ν Mo-S(term) ν Mo-S(br) ν Mo-O(term)
————————————————————————————————————————————————————
(NH4)2MoS4 480
(NH4)2MoOS3 485 835
(NH4)2MoO2S2 490 792, 830
the (NH4)2MoS4 treated film 592, 508, 490 459, 443, 418, 407 768
the (NH4)2 MoOS3 treated film 583, 562, 509 474, 454 762, 839
the (NH4)2MoO2S2 treated film 583, 562, 510 483 760, 796, 838
[Ag(MoOS3)2]3- 500, 492 458, 446 896, 884
————————————————————————————————————————————————————
XPS characterization