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... ??????????. ? ... 10? Karamitsos TD, Francis JM, Myerson S et al. ... 44?Marvin J G ???????-?????????-????????????.
ÿþM i c r o s o f t W o r d - ?????????????????Td????????????????To ... ????????????. ?????????? ... ?????????. ????? ... ECOM ????? - ????????(31) ????????Td?. ????????????????????????? ... ?????a. ?b ??????? ?????????????????? ... ???? NMR????????PrTi2Al20 ? ????????? ...... Td ??????????????????Td ??. ???? 4 ????????? ... ??????????????????????????????????? ... ??????????F?U?TD??KK???0?A?G??????????? YOU??OYR?LD??K. ?K ... ??????????????. ?????????????????????? ... ????????????????? - ???... ???. ?????. ????. ?????. ???. ?????. ???. ????? ... Td t. A. B ?. C?????? t×Y. Ti?. Lp. Td ... ??????? ?????????? ? ??? ? - ???TD ????????????????????????????????????. (Pharmacodynamics ????). The determination and quantification of the sequence ... ????????TH?D2? TD?D2? T2?4He?. ?. ????.?????????????. ??? ... ?????? 0.13ns???.???. ????????(0?Ps)??????. ?. 140 ... ?????????????????????????????? (??)?????? (???)?????. ???????????????????????????????????????? ?21? ... ????? La1-xCexOBiSSe ? ??????La1-xCexOBiSSe ?????????LaOBiSSe ? La ???? Ce ??????????. ?? a ?? c ?????????? CeO2 ????? ... ????????????????????????????????????????. ?????????????????????????????????? ... IS 6579 (1981): Coarse Aggregate for Water Bound MacadamTable 3.2 Results of Aggregate Impact value Test ... ? The Permeability test, Marshall Stability and flow value test result should be ... td Value must be < 2.0. deval, la abrasion and sodium sulfate soundness testsThe researchers concluded that the Micro-Deval test showed a ?very high potential in evaluating aggregate durability with higher precision and ...
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