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(4)OQ;ue;svvI{.)nbaj YT9e'`lRmTe(u'`xvz[J].NybN~Nm,2017,19(04):54-58. (1)4Te`;]yi;!e.I{.NyibB\lRmTe[P].SfN)R.3uS:CN201711220730.2([[-N); (2)2014t^VnWSw,{ NJ\'Yf[u~gz[NI{VY,c T,{ N; (3)!e;Ng;4Te`.I{. Nyc4lN[P].[(ueWN)R.3uS:CN201820123991.6.(]cCg); (4)Ngj Ss^ )YQO I{.1\0WpQuSMA~MOS[J].^N^Pg.2018,3408 ,16-18; (5)SN^]^ybRyv yv TyWNX-ray CTvlRmTeZbsQ.b/gxvz,(yvS201804010231),(Wx.d(1)_O,Ğ~f,hTnI{.eWs'llRmTeN-EA T|~BRՋċNxvz[J].lQ] z,2014,01:50-53.(-Ne8h_); (2)_O,Ng][e,Ğ~fI{.eWQbs'l9e'`TblR_OePgeՋċNxvz[J].lQ] z,2014,05:50-53.(-Ne8h_); (3)_O,Ng][e,ςCgy,efq\,Ğ~fI{.pbs'llRmQWehbňe]c6RՋxvz[J].lQ,2014,10:17-21.(-Ne8h_); (4)sR,Ğ~f.SbpQulRmTe'`q_TՋxvz[J].NO)n^Q{b/g,2016,05:27-29. (5)hg8lMR,Ğ~f.Sb_f~ؚǏ!nelxvz[J].-NYlQ,2017,06:6-9.(-Ne8h_); (6)g^NS,!S:_,Ğ~f.WNNOdbv~~lR'`Ջxvz[J].lQN}lЏ,2018,03:55-59. (7)Guodong Zeng, Wei Xu, and Hongming Huang.Study of the strain response of asphalt pavements on orthotropic steel bridge decks through field testing and numerical simulation[J].Journal of Testing and Evaluation, 2018,10(SCI); (8)Ξ\,fVN,Ğ~f.GY'Yehehbň(ϑc6RN24lbnB\v^(uxvz[J].-NYlQ,2019t^,{1g R(-Ne8h_); (9)Guodong Zeng, Wei Xu, and Hongming Huang,etal.Study on the microstructure and properties of a hot-mix epoxy asphalt[J].International Journal of Pavement Research and Technology, 2018t^11g]6eU_(EI)0R(1)yNpg,Wm2m,Ng~ޘI{.eW\B\Pge(W[Sؚb{Qb-N^(uvxvz.:2014hQVlQ{Qbb/gf[/gt^OeƖ( NwS)[C].WSN:-NVlQf[O{QbN{tRO, 2015:272-275. (2)Li Bangwu,Luo Runzhou,Fang Changwen.The Research on Performance of Double SBS Composite Modified Asphalt Based on High Temperature Characteristics in Hainan Province.AEMCME 2018 OeƖ[C].eRaW2018t^HQۏ5uP[Pge0{:gNPge] zVEf[/gO 2018:1613-1622.sckfk, Ğ^, spg. Using a classification tree model to analyze injury severity of e-bike crashes in China. Traffic Injury prevention([?z-N) (1) Oga Ngs.lQehhe][hQΘiċNN[V{xvz[J]. SeN 2015,08:13-17+21 (2) Oga Ngs TwZ Ng~O. ؚlQ^yv^_ir{tsrN[V{xvz[J]. Dn~NsO,2015,08:82-83 (3) Oga Ngt. W^N~rNOxSU\ċNchxvz[J]. sNNb/g,2015,04:84-88 (4) Oga Ngs. WNISMv'YW^yvwƋ{t[eq_TV }Rg[J]. lQN}lЏ,2015,05:220-2240 7[(1)Ng~O Ngf OgaI{.NyhKmdb:gQmQWbTirTf'`ňn.[(ueWN)R.N)RS:ZL2018 2 0081339.2(]cCg) (2)Ng~O OgaI{.Ny[[mQW[['`~TKmՋNSvQKmՋel.N)RS201810459125.9St 0 7[ѐeP 7[1. 0Q~T4lq_TvؚmPWWS[^c6RhQxvz 0 _RѐeP0-NVlQf[b 2018]U_(u EI oR[^,{N\O ,gN,{N\O 2. 0wmWSؚmPW~T4lՋxvz 0 _R0lt]'Yf[f[b 2018]U_(u 0oR[^,{N\O ,gN,{N\O  7[z1 gޘ RdW. RO`I{. zW YT2)wgv6RY '`h_N~g[J]. 0lQ] z 0 U_(u_ R-Ne8h_ 2 gޘ 1gOPg B`[ RKQ^. Ih(gWuirl9e'`lR~TevRf['`xvz[J]. 0lQ 0 U_(u_ R -Ne8h_ 0 7[ 1 RKQ^ gޘ ѐsO[. N TlR~Te4l_c[v~s|:\^xvz[J]. 0Pgexvzf[b 0 2016 10 3010 773-780 EI  2 RKQ^ gޘ ѐsO[. Nanoscale study on water damage for different warm mix asphalt binders[J].International Journal of Pavement Research and Technology 2016 11405-413,EI  3 RKQ^ gޘ ^. Npp4ll3z[xwWB\vRf[Nr^)'`xvz[J]. 0-NV|SOb/g 0 2016 10 225 38-41 CSCD  4 RKQ^ gޘ ^. Se0W:SؚI{~lQlRbؚ)nY薁gzlPR:Sxvz[J]. 0lQ 0 2017 6 643-49 -Ne8h_  5 RKQ^ gޘ ^. WSe0W:SؚI{~lQlRbgzNO)nlPR:Sxvz[J]. 0lQ] z 0 2017 12 426 206-212 -Ne8h_  6 RKQ^ gޘ ѐsO[. ^en΀aj|9e'`lR~Tev['`ċNxvz[J]. 0eW^Q{Pge 0 2017 513-16 -Ne8h_ 0 7[K(1)Rck+Y,efk,RSf~.USh!jW(WeNޏ~hehw}Ջ{-Nv(uV[J].VnWSt]f[bf[b(6qyf[Hr),2018,31(03):55-590 7[(1)Lqe, _5ё,P\Y,s_l%,k T?, _f[h,!SZi0N.hQΘS\\0WB\SLp'`FmPgՋxvz[J].Syf[N] zf[b.(cscd8h_)  2 Lqe, _5ё,^IZɄ,f,H[͑,_[.l4l^Q{irQ7RLubmQWO YelN^(u[J].Exxvb.(cscd8h_) 0  7[ %[1] _5ё,Lqe,!SZi0N,hgʃ,}vhgn,",YOÍ.Ny(uN~go0WB\vSn_LpFmňnSvQLpFmel[P].-NV,SfN)R,ZL 201710343884.4. 2018-03-09.cCg [2] Hb,Lqe,hgʃ,fk[^,}vꖲ,H[͑, _5ё,s_l%.NySb_8O)bk4lOe~g[P].-NV,[(ueW,ZL cCg 201720975899.8. 2018-04-20. [3] _5ё,Lqe,!SZi0N,k T?, _f[h,RN5,R g:N.NyN[4l\n'YT[0WB\2nRVv4llxFm[P].-NV,SfN)R,ZL201711421809.1. 2018-06-08.lQ_ [4] RNs,Lqe, _5ё,hgZSw,O^tN,Ngk,s_l%. NylSu`g'`baW~gSe]el[P].-NV,SfN)R,ZL108930253A. 2018-12-04.lQ_ [4] RNs,jl m,Lqe,s^fk.NWSw-N\lAmltRgS[V{xvz[J].-NV4l)R,2018(10):37-38. [5] ^IZɄ, _5ё,,Lqe.eWs'lxFm[4l NmQWOev(u'`xvz[J]._lyf[bb _ R. [6] Lqe. hQΘS\\0WB\SLp'`FmPgՋxvz 2018t^hQVW(g] zxvzuf[/g[W OybJT 0 <  [7] VnWSwxvzuyxReyv Ny^4l]^Q{ir4l NO YvePgexvz ,{ N[bNCX2017B475 2017.2-2018.50 [8] _5ё,'k3ۏfk,Lqe,Ngk,s_l%,!SZi0N k T?, _f[h.LpFmoNV1.0.-NV,oNW\OCg. 2018SR57476. 2018-06-05.  beilCGKO  Z]^a" 1 Songtao Lv, Shuangshuang Wang, Chaochao Liu, et all. Synchronous Testing Method for Tension and Compression Moduli of Asphalt Mixture under Dynamic and Static Loading States[J]. Journal of Materials in Civil Engineering, 2018, 30(10): 04018268.(SCI) 2 Songtao Lv, Shuangshuang Wang, Tong Guo, et all. Laboratory Evaluation on Performance of Compound-Modified Asphalt for Rock Asphalt/Styrene Butadiene Rubber (SBR) and Rock Asphalt/Nano-CaCO3[J]. Applied Sciences, . 2018, 8, 1009. (SCI) 3 Songtao Lv, Xiaoyang Wang, Chaochao Liu, Shuangshuang Wang. Fatigue Damage Characteristics Considering the Difference of Tensile-Compression Modulus for Asphalt Mixture[J]. Journal of Testing and Evaluation, 2018,46(6): 1-14(SCI) 4 Gui Hou, Shuangshuang Wang. Study on fatigue failure characteristics of asphalt mixtures under different test methods[J]. Atlantis Press, 2018, (163). (EI) 5 T~gm R jU sSS ѐeP.Ny N T^Rr` NlRmTeuRyr'`vR_NSel[P] 2017-12-19 -NV 201810415005.9 D(1)NgeZS,N_l,Ngg .~s|TiO2\B\_IQPSR>\lWlRbxvz[J].-NYlQ,2017,05:36-40.(-Ne8h_);  7(1)N_l NgeZS,Ngg .~s|N'lS[lRS'`vq_Txvz[J].͑^N'Yf[f[b6qyf[Hr ,2017,10:26-30.(-Ne8h_); (2)Ngg NgeZS,ဦs N_l,SKY.~s|TiO2s'lh_hYIQPSR>\lWbPgexvz[J].yf[b/gN] z,2017,31:328-333.(-Ne8h_); 7*(1)4Tё.Emg'Y荦^zz~gbel[J].] zb/g,2016,09:330 7s(1)O~Z,:_,4TёI{.\(eaWRRT^yr'`v~gbHe^xvz[J].NLu0W] z,2015,03:224-231 (2)O~Z,4TёI{.aW0WRRT^xvzSU\~[J].u4l)R4l5ub/g,2012,12:28-290  77(1)hTvh.S[ z^[lRmTeؚ)nbf'`vq_TՋxvz.'YޏN'Yf[f[b,2013,04:70-740 7'(1)svv.aj|9e'`lRmQW(u'`xvz[J].-NVyb~*j,]U_(u0  7(1)]yi hZ Oe.ibB\lRmTeS(u'`xvz[J].VnWSNyb 2018,44(03),1-40 (2)]yi 4Te` !e.WNċRlvQbxB\mQWOS[J].mQW ]U_(u(-Ne8h_) (3)]yi 4Te` HT[ I{.x|_xB\(u'`[k[J].Q{:ghNe]:ghS ]U_(u(-Ne8h_)0  7(1)Ğ~f,hg8lMR.NyeWs'llR^(uNS-NvՋxvz[J].lQN}lЏ 2016,01:104-107 (2)Ğ~f,fVN,sRI{.WNQ-peNGWauNvlRmTeuNMTkՋb/gxvz[J].-NYlQ,2017,05:293-297.(-Ne8h_) (3)Ğ~f,fVN,hTOeI{.WNe]c6RvTAFs'llRmTe'`Ջxvz[J].-NYlQ,2018,05:262-266.(-Ne8h_) (4)Ğ~f,fVN,hTOeI{.WNWb~Tċ0Ov[Oq\NsؚS9e beHhxvz[J].-NYlQ,2018t^10g]6eU_.(-Ne8h_)0 7B(1)Wm2m,yNpg,:_I{.wmWSwؚ)nglRbbB\)n^:Wĉ_Rgxvz[J].-NYlQ,2018,02:80-82.(-Ne8h_)0 7>(1)Ğ^, sckfk, hT/c[. 2SNQ~~T1YHevNSSib[V{eu. Nyf[N] z, 2015(2):91-950 7 NЏ ] zf[b 7 _%ga 7SNS ] z 7e 7GH_, _%ga, 1geU. WN Nnx['`V }vg'`sQ.Qnel[J]. lt]'Yf[f[b(6qyf[Hr), 2017(03):64-70. 7wZ 7sY 72019.06 7Vs^ 7 (1)WNn-Q6RY]zvSiO2W YTvSPgexvz~0   7(1) Jiao Jin , Ting Xiao , Yanqing Tan , et al. Effects of TiO2 pillared montmorillonite nanocomposites on the properties of asphalt with exhaust catalytic capacity[J]. Journal of Cleaner Production, 2018:S0959652618326027- (2) Jiao Jin , Ting Xiao , Jianlong Zheng , et al. Preparation and thermal properties of encapsulated ceramsite-supported phase change materials used in asphalt pavements[J]. 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