Designing singular jet grouting column for sandy soils

Küçük Resim Yok

Tarih

2018

Dergi Başlığı

Dergi ISSN

Cilt Başlığı

Yayıncı

Springer Verlag

Erişim Hakkı

info:eu-repo/semantics/closedAccess

Özet

In this study, the bearing capacity and settlement values of jet grouting columns with the same diameter in very loose and loose sandy soils were estimated by theoretical approaches and numerical analysis depending on the change in the length of the jet grout columns and soil relative densities, and those values were compared with each other. The changes in bearing capacity and settlement values obtained from soil parameters, jet grouting column length and method differences were examined. In the designing of the jet grouting column, these factors should be determined carefully and correctly. The bearing capacity of the jet grouting column is calculated by the theoretical approach considering as a pile. The settlement values of the jet grouting column were calculated by semi-empirical, empirical and theoretical methods. In numerical analyses, single jet grouting column was modelled with Mohr Coulomb and Hardening Soil models in axial symmetry model and the bearing capacity and settlement values of singular jet grouting column were determined. © 2018, Springer-Verlag GmbH Germany, part of Springer Nature.

Açıklama

Anahtar Kelimeler

Bearing capacity, Jet grouting column, Numeric analysis, Settlement, Theoric approach

Kaynak

Environmental Earth Sciences

WoS Q Değeri

Q3

Scopus Q Değeri

Q2

Cilt

77

Sayı

12

Künye