Effect of consolidation on the resilient response of soft soils in Mexico City
Por:
Ossa, Alexandra, Lerma, Cesar, Flores, Mario, Gaxiola, Alberto
Publicada:
1 jun 2022
Categoría:
Materials science (miscellaneous)
Resumen:
A methodology used to determine the resilient modulus of the foundation
soil that comprises the area of lacustrine soils in Mexico City is
presented, and the effect of a ground improvement procedure conducted
using preload and prefabricated vertical drains is described. To achieve
the objectives of the study, it was necessary to develop new criteria to
determine the resilient modulus of such soft soil, which led to results
with no precedent in the literature.
Filiaciones:
Instituto de Ingeniería, Universidad Nacional Autónoma de México, Av. Universidad 3000, Coyoacán, Ciudad de México 04510, Mexico
Facultad de Ingeniería, Universidad Panamericana, Calle Álvaro de Portillo 49, Zapopan, 45010, Mexico
Facultad de Ingeniería de Los Mochis, Universidad Autónoma de Sinaloa, Blvd. Fuente de Poseidón, Los Mochis, 81294, Mexico
Univ Nacl Autonoma Mexico, Inst Ingn, Av Univ 3000, Ciudad De Mexico 04510, Mexico
Univ Panamer, Fac Ingn, Calle Alvaro de Portillo 49, Zapopan 45010, Mexico
Univ Autonoma Sinaloa, Fac Ingn Los Mochis, Blvd Fuente de Poseidon, Los Mochis 81294, Mexico
hybrid, All Open Access; Gold
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