大家好，本期是
跟着顶刊作图系列第61期
，本系列主要是学习顶刊作图思路，激发作图灵感！今天分享的
是
Construction and Building Materials
期刊中科研图片，其
精致美观，元素搭配、字体及配色等可以重点参考！我们也可以做到这样！
Title：
Effect of sisal fibers on the disintegration characteristics of sisal fiber-amended loess
Fig. 1.
(a) Chinese loess plateau (CLP); (b) loess erosion; (c) loess caves on the railway slope; (d) loess landslide.
Fig. 3.
(a) Sisal fibers; (b) sisal fiber-amended soil (SFS); (c) untreated soil; (d) schematic of the soil disintegration testing apparatus.
Fig. 4.
The workflow of ESEM tests.
Fig. 5.
Dt-t curves for untreated loess and sisal fiber-amended loess with
varying curing periods: (a) 3 days; (b) 7 days; (c) 14 days.
Fig
. 6
. Typical photographs of the loess disintegration process after 3 days of curing: (a) 0 %; (b) 0.15 %; (c) 0.3 %; (d) 0.45 %; (e) 0.6 %.
Fig. 7.
Relationships between the disintegration ratio, disintegration rate, and water absorption rate of the samples and the curing period for different fiber contents.
Fig. 8.
Typical photographs of the disintegration process of 0.3 % sisal fiber compacted loess.
Fig. 9.
Micrographs of untreated reinforced loess: (a) overall view; (b) local view.
Fig. 10.
SEM images: sisal fiber-amended loess samples at a dosage of 0.6 %.
Fig. 11.
Pore area distributions of the samples with different fiber contents and curing periods: (a) 3 days; (b) 7 days; (c) 14 days.
Fig. 12.
Microstructural parameters of the samples with different fiber contents and curing periods.
Fig. 13.
Total elemental surface spectra of the loess and sisal fiber-amendedloess samples: (a) untreated loess and (b) sisal fiber-amended loess.
Fig. 14
. (a1-c1) Schematic diagram of the disintegration mechanism for untreated loess; (a2-c2) schematic diagram of the disintegration mechanism for sisal fiberamended loess; (d) schematic diagram of the interaction mechanism between fibers and loess particles.
资源来源：
Jiang R, Wang J, Xiao T, et al. Effect of sisal fibers on the disintegration characteristics of sisal fiber-amended loess[J]. Construction and Building Materials, 2024, 453: 139032.
https://doi.org/10.1016/j.conbuildmat.2024.139032
