Inflow to Horizontal Drains in Tailings Embankments. Volume II: Fid-Bau Portal

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Inflow to Horizontal Drains in Tailings Embankments. Volume II

R. Williams / G. Bloomsburg / G. Winter

Tailings embankments can develop a high phreatic surface if the original design for the embankment does not include drainage facilities or if existing drainage facilities become ineffective. Subsequent raises can develop a seepage surface due to a high phreatic surface that can lead to stability problems. The U.S. Bureau of Mines amended contract J0100013 to initiate this study of horizontal drains in tailings embankments. This study developed a technique for determining the length of and spacing between parallel drains through the use of the finite element model UNSAT2.

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Inflow to Horizontal Drains in Tailings Embankments. Volume II

R. Williams / G. Bloomsburg / G. Winter

Tailings embankments can develop a high phreatic surface if the original design for the embankment does not include drainage facilities or if existing drainage facilities become ineffective. Subsequent raises can develop a seepage surface due to a high phreatic surface that can lead to stability problems. The U.S. Bureau of Mines amended contract J0100013 to initiate this study of horizontal drains in tailings embankments. This study developed a technique for determining the length of and spacing between parallel drains through the use of the finite element model UNSAT2.

Inflow to Horizontal Drains in Tailings Embankments. Volume II

R. Williams / G. Bloomsburg / G. Winter

Tailings embankments can develop a high phreatic surface if the original design for the embankment does not include drainage facilities or if existing drainage facilities become ineffective. Subsequent raises can develop a seepage surface due to a high phreatic surface that can lead to stability problems. The U.S. Bureau of Mines amended contract J0100013 to initiate this study of horizontal drains in tailings embankments. This study developed a technique for determining the length of and spacing between parallel drains through the use of the finite element model UNSAT2.

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Titel:

Inflow to Horizontal Drains in Tailings Embankments. Volume II

Beteiligte:

R. Williams (Autor:in) / G. Bloomsburg (Autor:in) / G. Winter (Autor:in)

Erscheinungsdatum:

1982

Format / Umfang:

53 pages

Medientyp:

Report

Format:

Keine Angabe

Sprache:

Englisch

Schlagwörter:

Soil & Rock Mechanics , Mineral Industries , Tailings , Embankments , Drains , Soil stabilization , Mathematical models , Hydrogeology , Manning formula , Design , Hydraulic conductivity , UNSAT 2 model

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