Simulation of rainfall and seepage flow on unsaturated soil by a seepage - deformation coupled method / (Record no. 12387)

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022 ## - INTERNATIONAL STANDARD SERIAL NUMBER
International Standard Serial Number 1692-3324
096 ## - LOCALLY ASSIGNED NLM-TYPE CALL NUMBER (OCLC)
Classification number Vol. 11, No. 20 (Enero-Junio, 2012)
Item number Revista Ingenierías
773 0# - HOST ITEM ENTRY
-- 12309
-- 13184
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 26837
Personal name López Pérez,Fredy
Relator term Editor
240 ## - UNIFORM TITLE
Uniform title Ingenierías
245 ## - TITLE STATEMENT
Title Simulation of rainfall and seepage flow on unsaturated soil by a seepage - deformation coupled method /
Statement of responsibility, etc Edwin García-Aristizábal, Carlos Riveros-Jerez Y Julio Saldarriaga-Molina
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication, distribution, etc Medellin:
Name of publisher, distributor, etc Universidad de Medellin
Date of publication, distribution, etc 2012.
300 ## - PHYSICAL DESCRIPTION
Extent pp. 43-56
Dimensions 27 cm.
310 ## - CURRENT PUBLICATION FREQUENCY
Current publication frequency Semestral
362 ## - DATES OF PUBLICATION AND/OR SEQUENTIAL DESIGNATION
Dates of publication and/or sequential designation Vol. 11, No. 20 (Enero-Junio, 2012)
520 ## - SUMMARY, ETC.
Summary, etc This paper presents an application for the analysis of structures formed by unsaturated layered soils subjected to rainfall and seepage flow; the results are part ofa current research project on rainfall infiltration. A three - phase coupled infiltration- deformation method for unsaturated soil was used for the numerical analysis. The effects of the water permeability and horizontal drainage on the distribution ofseepage flow velocities, saturation, and generation of deformations for an unsaturatedlayered embankment were investigated. The results show that the generation of deformation on the embankment surface highly depends on the water permeability of the soil. In addition, through horizontal drainage simulations, the advantage ofthis type of solution for decreasing the pore water pressures on the back of the slope embankment, thus avoiding local failure (erosion), is shown.
600 ## - SUBJECT ADDED ENTRY--PERSONAL NAME
9 (RLIN) 26837
Personal name López Pérez,Fredy
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 17567
Topical term or geographic name as entry element LLUVIA RADIACTIVA
Geographic subdivision COLOMBIA
773 ## - HOST ITEM ENTRY
Title Ingenierías
International Standard Serial Number 1692-3324
776 ## - ADDITIONAL PHYSICAL FORM ENTRY
Title Ingenierías
International Standard Serial Number 1692-3324
773 0# - HOST ITEM ENTRY
Main entry heading López Pérez,Fredy
Edition
Place, publisher, and date of publication Medellin: Universidad de medellin 2013
Other item identifier R01189
Title Ingenierias /
Record control number
International Standard Serial Number 1692-3324
International Standard Book Number
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier https://revistas.udem.edu.co/index.php/ingenierias/article/view/645
Link text Simulation of rainfall and seepage flow on unsaturated soil by a seepage - deformation coupled method
Public note Dar clic acá para acceder al artículo en línea
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme
Koha item type Artículo de Revista

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