The effects of the existing asphalt layer on the stress of UTW have been analyzed in elastic three layer system.
利用弹性三层体系，分析了沥青层对应力的影响规律。
Base on measured data above, analyze the mechanical response of UTW and the contact status between slab and base.
基于测量数据首先对板的力学响应进行了分析，然后对板与基层的接触状况进行了分析。
For its advantages such as economy, durable and energy-saving, UTW show good prospect on asphalt pavement rehabilitation, surface layer and airfield pavement.
UT W具有经济、耐久、节能等优点而在城市道路沥青路面维修、乡村公路面层、机场道面等方面具有广阔的前景。
At last, basing on the mechanical response of UTW slab above different base conditions and bond behavior between slab and base. Carry out the loading experiment of full size specimen.
最后，针对不同基层条件下的UT W板的力学响应及基层与板的粘结行为，进行了足尺试件的加载试验。
At last, basing on the mechanical response of UTW slab above different base conditions and bond behavior between slab and base. Carry out the loading experiment of full size specimen.
最后，针对不同基层条件下的UT W板的力学响应及基层与板的粘结行为，进行了足尺试件的加载试验。
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