Advances in Materials Science and Engineering / 2019 / Article / Fig 13

Research Article

Mechanical Properties, Failure Mode, and Microstructure of Soil-Cement Modified with Fly Ash and Polypropylene Fiber

Figure 13

SEM images of soil-cement samples reinforced with different fly ash contents. (a) 0% fly ash (×1000). (b) 4% fly ash (×1000). (c) 8% fly ash (×1000). (d) 12% fly ash (×1000). (e) 0% fly ash (×5000). (f) 4% fly ash (×5000). (g) 8% fly ash (×5000). (h) 12% fly ash (×5000). (i) 12% fly ash (×5000).
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(i)

We are committed to sharing findings related to COVID-19 as quickly as possible. We will be providing unlimited waivers of publication charges for accepted research articles as well as case reports and case series related to COVID-19. Review articles are excluded from this waiver policy. Sign up here as a reviewer to help fast-track new submissions.