Advances in Civil Engineering / 2020 / Article / Fig 11

Research Article

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

Figure 11

Deviatoric strength envelopes for fiber-reinforced soil with different fiber length (confining pressure = 0.1 MPa; compaction degree = 100; fiber content = 0.2%).

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