Advances in Civil Engineering / 2020 / Article / Fig 9

Research Article

Mechanical Behaviors of Natural Sand Soils and Modified Soils in Heavy-Haul Railway Embankment

Figure 9

Deviatoric strength envelopes for fiber-reinforced soil with different fiber contents (confining pressure = 0.1 MPa; compaction degree = 100).

Article of the Year Award: Outstanding research contributions of 2020, as selected by our Chief Editors. Read the winning articles.