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Original scientific article

SLOPE STABILITY IN UNSATURATED LOW PLASTICITY SOILS USING THE BARCELONA BASIC MODEL (BBM) AND CALIBRATION OF TRIAXIAL TEST DATA

By
Luis Roberto Valderrama Moscoso Orcid logo ,
Luis Roberto Valderrama Moscoso

Universidad Privada del Norte, Facultad de Ingeniería , Lima , Peru

Juan Antonio Gaona Rojas Orcid logo ,
Juan Antonio Gaona Rojas

Universidad Privada del Norte, Facultad de Ingeniería , Lima , Peru

Neicer Campos Vasquez Orcid logo ,
Neicer Campos Vasquez

Grupo de Investigación Desarrollo e Innovación UPN -IDIUPN, Universidad Privada del Norte, Facultad de Ingeniería , Lima , Peru

Enzo Luigui Pacahuala Rojas Orcid logo ,
Enzo Luigui Pacahuala Rojas

Universidad Privada del Norte, Facultad de Ingeniería , Lima , Peru

Ruben Kevin Manturano Chipana Orcid logo
Ruben Kevin Manturano Chipana

Grupo de Investigación Desarrollo e Innovación UPN -IDIUPN, Universidad Privada del Norte, Facultad de Ingeniería , Lima , Peru

Abstract

The stability of slope in unsaturated low plasticity soils is also a major issue particularly in areas where the level of water changes. This paper looks into how the Barcelona Basic Model (BBM) applies to the evaluation of the stability of a real slope that consists of low plasticity silt in the Chilca region, Peru. There was a complete characterization of soil in lab tests of index properties, water retention curves (WRC) and permeability characteristic curves (PCC) and triaxial tests at the unsaturated conditions. The parameters of BBM model were determined using an inverse methodology relying on the triaxial tests. CODE BIGHT software was used to perform numerical simulations aimed at measuring slope stability at different conditions of moisture and suction. The findings demonstrated that the BBM model forecasted the behavior of the slope with a good level of precision, the deviation of the deviatoric stress and the mean effective stress was only 0.68 % and 2.19 % in comparison to the field data. The sensitivity analysis showed that the cohesion parameter (κ) produced the most significant impact on the calibration accuracy, then the basic friction angle (φb) and suction adjustment parameter (r). The results validate the fact that the BBM model is an efficient method of predicting the stability of unsaturated low plasticity soils as it provides a useful alternative to more complicated, resource-consuming models. This study indicates that the BBM model has potentials in the geotechnical engineering applications especially in arid and semi-arid soils where soil suction is a critical factor in stability.

References

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Citation

This is an open access article distributed under the  Creative Commons Attribution Non-Commercial License (CC BY-NC) License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. 

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