Numerical simulation of the response of sandy soils treated with pre-fabricated vertical drains

[摘要] (cont.) Limitations of the constitutive soil model and the selected input parameters are discussed. Model scale results validate the consideration of the storage capacity effect, and thus use of the implemented drain elements. On the other hand the need for turbulent flow (rather than laminar) drains does not affect significantly the results of the specific test used.

[发布机构] Massachusetts Institute of Technology