Advances in Civil Engineering / 2020 / Article / Fig 5

Research Article

Investigation on the Effects of Prefabricated Crack and Strain Rate on Uniaxial Compressive Properties of Frozen Silty Soil

Figure 5

Static failure modes of frozen silty soil using three kinds of binder materials. (a) 0 cracks at 0.01 s−1. (b) 1 crack with no binder at 0.01 s−1. (c) 1 crack using plaster at 0.01 s−1. (d) 1 crack using Vaseline at 0.01 s−1.
(a)
(b)
(c)
(d)

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.