Numerical simulation of infiltration into the fill... - BV FAPESP
Advanced search
Start date
Betweenand
Related content
(Reference retrieved automatically from Web of Science through information on FAPESP grant and its corresponding number as mentioned in the publication by the authors.)

Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles

Full text
Author(s):
Albino, U. R. [1] ; Portelinha, F. H. M. [2] ; Zornberg, J. G. [3] ; Futai, M. M. [1]
Total Authors: 4
Affiliation:
[1] Univ Sao Paulo, Geotech Engn Dept, Polytech Sch, Ave Prof Luciano Gualberto, Travessa 3, 380, BR-05508010 Sao Paulo, SP - Brazil
[2] Univ Fed Sao Carlos, Civil Engn Dept DECiv, Washington Luis Roadway, Km 235, Mailbox 676, BR-13565905 Sao Carlos, SP - Brazil
[3] Univ Texas Austin, Civil Architectural & Environm Engn Dept, 301 E Dean Keeton, Austin, TX 78712 - USA
Total Affiliations: 3
Document type: Journal article
Source: COMPUTERS AND GEOTECHNICS; v. 108, p. 27-39, APR 2019.
Web of Science Citations: 2
Abstract

This paper presents a numerical investigation of water infiltration into a fine-grained reinforced soil wall using nonwoven geotextiles. A large-scale reinforced soil wall was constructed in the laboratory and subjected to water irrigation to impose a controlled infiltration. The structure was fully instrumented to measure changes in the volumetric water content and manic suction during irrigation. The numerical investigation was performed to provide insight into the overall infiltration process, with a particular focus on the hydraulic behavior at soil-geosynthetic interfaces that was not properly captured in the laboratory model. The numerical study includes capillary effects, the location of breakthrough along the reinforcement length and the effect of the presence of a wrap-around anchorage. In general, the numerical analyses were found to agree with the experimental results. The results indicate that the use of nonwoven geotextiles to reinforce fine-grained backfill retarded water flow into the subsequent layers so that the water did not break through uniformly along the length of the geotextile but rather infiltrated progressively. The study also demonstrated the significant contribution of the presence of a wraparound anchorage on the change in the water flow path toward the wall facing. The capillary effects on fine-grained backfill reinforced with geotextiles were found to be significantly affected by the heterogeneity in the porosity expected for compacted soils. (AU)

FAPESP's process: 15/05807-5 - Study of hydraulic and mechanical responses of soil-geosynthetics interfaces subject to infiltration
Grantee:Fernando Henrique Martins Portelinha
Support Opportunities: Regular Research Grants