Mechanical response characteristics of Full Depth Reclaimed Pavement based on 3D-Move model

Zhang, haiwei

doi:10.5281/zenodo.15022657

Published March 14, 2025 | Version v1

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Mechanical response characteristics of Full Depth Reclaimed Pavement based on 3D-Move model

Zhang, haiwei

Contributors

Researcher:

Zhang, haiwei

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Fig. 1. Schematic of pavement structure..tif

Files (4.7 MB)

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Fig. 1. Schematic of pavement structure..tif md5:b83a6c8af362178b487396ab260acaf1	2.1 MB	Preview Download
Fig. 10 . Vertical strain simulation results of subgrade top. (a)Vertical strain temporal change of point A, (b)Comparison of vertical strain peaks at each response point.tif md5:48089e32a80fb61e0e56870fd9b10b8b	61.7 kB	Preview Download
Fig. 11 . Example of time curve data extraction graph.tif md5:6fccc53035764ef22adcdfddb045a4df	93.8 kB	Preview Download
Fig. 12 . Vertical stress σz peak depth distribution map.tif md5:853412ece3f78952465710f4b563bc33	85.6 kB	Preview Download
Fig. 13 . Vertical strain εz peak depth distribution map.tif md5:30a05eea2dcafd7c2f351591cbde6a2a	78.0 kB	Preview Download
Fig. 14 . Vertical displacement Sz peak depth distribution map.tif md5:f4f6213dea674877a9a9d66d70d4c33a	84.9 kB	Preview Download
Fig. 15 . Vertical displacement at the top of asphalt layer. (a)The temporal change of vertical displacement, (b)Peak vertical displacement comparison..tif md5:ff57d3bb95ff7b074cafd6ba4a63dbd3	70.9 kB	Preview Download
Fig. 16 . X-direction strain simulation results of asphalt overlay layer bottom. (a)The temporal change of X-direction strain, (b)Peak strain comparison..tif md5:bc9a31afe25f320f5ece8da03e7e7c76	70.7 kB	Preview Download
Fig. 17 . Simulation results of X-direction stress at the bottom of recycled base layer. (a)The temporal change of X-direction stress, (b)Peak stress comparison..tif md5:66d82f7795857ea58f321403686d7c48	65.3 kB	Preview Download
Fig. 18 . Vertical strain calculation results of old road residual layer. (a)The temporal change of vertical strain, (b)Peak strain comparison..tif md5:98e92fd384d21aadb9e87883c87a4b99	67.7 kB	Preview Download
Fig. 19 . Vertical displacement at the top of asphalt layer. (a)The temporal change of vertical displacement, (b)Peak vertical displacement comparison..tif md5:0a68159d1b5ec2087e44e2bc93440f4a	78.8 kB	Preview Download
Fig. 2. Master curve of dynamic modulus of the upper layer.tif md5:97e9e3a38340cb80ef6f49895dbdb276	96.4 kB	Preview Download
Fig. 20 . X-direction strain simulation results of asphalt overlay layer bottom. (a)The X-direction strain temporal change, (b)Peak strain comparison..tif md5:b1ad351ed49e2103b426c09e790c2647	79.8 kB	Preview Download
Fig. 21 . Simulation results of X-direction stress at the bottom of recycled base layer. (a)The temporal change of X-direction stress, (b)Peak stress comparison..tif md5:434beabb18104b59ad3f978f456048aa	54.3 kB	Preview Download
Fig. 22 . Vertical strain calculation results of old road residual layer. (a)The vertical strain temporal change, (b)Peak vertical strain comparison..tif md5:4b88b00cf672f56c577db97d78a0329e	56.4 kB	Preview Download
Fig. 3. Master curve of dynamic modulus of the lower layer.tif md5:7f00cd2922d7b05595e564a80b14427d	96.0 kB	Preview Download
Fig. 4. Two-wheel load response point location and vertical position.tif md5:4ecbbfa6dfc39d10cfce49813db88172	384.4 kB	Preview Download
Fig. 5 . Simulation results of vertical displacement at the top of asphalt layer. (a)Vertical displacement temporal change of point A, (b)Comparison of vertical displacement peaks at each response point.tif md5:a334e300af1e8a4b2fbe74f02ec13db4	60.1 kB	Preview Download
Fig. 6. (a)The temporal change of X and Y direction stress at point A, (b)The temporal change of X and Y direction stress at point B.tif md5:28ba6d1f339683b5fef48a129c8670dc	53.7 kB	Preview Download
Fig. 6. (c)The temporal change of X and Y direction stress at point C, (d)The temporal change of X and Y direction stress at point D.tif md5:ffdead50ad809d0761f243e900008da1	53.3 kB	Preview Download
Fig. 6. (e)Comparison of stress peaks in X and Y directions at each response point..tif md5:26161999dd83f435f89a44706fafc978	135.9 kB	Preview Download
Fig. 7 (a)The temporal change of strain in X and Y directions at point A, (b)The temporal change of strain in X and Y directions at point B.tif md5:e0d4bdc2a56b7527ceb7ee10f8d84957	54.5 kB	Preview Download
Fig. 7 (c)The temporal change of strain in X and Y directions at point C, (d)The temporal change of strain in X and Y directions at point D.tif md5:accbfd791e7bcfd275b13dccd28e5521	53.9 kB	Preview Download
Fig. 7 (e)Comparison of compressive strain peaks in X and Y directions at each response point..tif md5:c50e043beffc89133ac381cfe4106a5b	122.6 kB	Preview Download
Fig. 8 (a)The temporal change of X and Y direction stress at point A, (b)The temporal change of X and Y direction stress at point B.tif md5:3fe903077734b4722e56de3edfa78ea7	53.9 kB	Preview Download
Fig. 8 (c)The temporal change of X and Y direction stress at point C, (d)The temporal change of X and Y direction stress at point D.tif md5:457524f1f6c9c5fb27ad1e953d5bc889	53.7 kB	Preview Download
Fig. 8 (e)Comparison of X-direction stress peaks at the bottom of recycled base layer.tif md5:110a8a3b3661f6fe20ac892091131f4f	104.8 kB	Preview Download
Fig. 9 (a)The temporal change of X and Y direction strain at point A, (b)The temporal change of X and Y direction strain at point B.tif md5:ffe07fec6b53c8455a53f778474c6eb6	52.5 kB	Preview Download
Fig. 9 (c)The temporal change of X and Y direction strain at point C, (d)The temporal change of X and Y direction strain at point D.tif md5:e8c59bedb39af1a72d87a7bf18cfe524	52.3 kB	Preview Download
Fig. 9 (e)Comparison of X-direction strain peaks at the bottom of recycled base layer.tif md5:bab47ab5b88b9c4a0356fa17e3b8b06d	103.6 kB	Preview Download
Table 1. Pavement structure design.xlsx md5:2dfbe5225dba99ab324503236078b5d0	8.9 kB	Download
Table 2. Asphalt mixture’s Dynamic Modulus in the upper layer.xlsx md5:5a3f6a266df0942a7bb7599626e4a7a5	9.1 kB	Download
Table 3. Asphalt mixture’s Dynamic Modulus in the lower layer.xlsx md5:ef9f47e3fe223e33ba4740b9ade01331	9.2 kB	Download
Table 4. Parameters related to pavement structure.xlsx md5:80e98cb25ad7a0a44497e7a6163ff040	9.4 kB	Download

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Mechanical response characteristics of Full Depth Reclaimed Pavement based on 3D-Move model

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Contributors

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Fig. 1. Schematic of pavement structure..tif

Files (4.7 MB)