Indirectly. The principles (Terzaghi, consolidation, shear strength) are universal. However, the US exams use Imperial units (psf, kips) while Juárez Badillo uses the Metric system (kg/cm², t/m²). It is great for concept learning, but bad for unit practice.
One of the distinct features of the Juárez Badillo approach is his treatment of consolidation and settlement. He emphasizes the use of logarithms in plotting $e-\log \sigma'$ curves, a method that aligns with the critical state soil mechanics framework. For engineers analyzing clay settlements, his explanations remain some of the clearest available in the literature. mecanica de suelos juarez badillo pdf
τ=c+σ⋅tan(ϕ)tau equals c plus sigma center dot tangent open paren phi close paren : Cohesión del suelo. : Esfuerzo normal actuante en el plano de falla. : Ángulo de fricción interna del suelo. Indirectly
The book is famous for its extensive collection of solved and proposed problems. Searching for the PDF often means searching for these specific solutions. The problems range from basic phase relationships (weight-volume relationships) to advanced bearing capacity calculations. It is great for concept learning, but bad for unit practice
Perhaps the most referenced section of the Juárez Badillo text. It details the oedometer test and the concepts of compression index ($C_c$) and swell index ($C_s$). The distinction between primary consolidation and secondary compression is explained with mathematical precision that is hard to find in newer, simplified texts.