Advances in Civil Engineering / 2020 / Article / Fig 15

Research Article

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

Figure 15

Deviatoric strength envelopes for stabilized soils with different stabilizer content (confining pressure = 0.1 MPa; curing time = 3 days).

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