Effect of consolidation on the resilient response of soft soils in Mexico City

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...

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Bibliographic Details
Main Authors: Alexandra Ossa, César Lerma, Mario Flores, Alberto Gaxiola
Format: Article
Language:English
Published: Elsevier 2022-06-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509522000201