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Seepage in earth slopes with longitu...

Kiriakidis L., Ricardo Constantino.

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Seepage in earth slopes with longitudinal drainage trenches.

Record Type:	Language materials, printed : Monograph/item
Title/Author:	Seepage in earth slopes with longitudinal drainage trenches./
Author:	Kiriakidis L., Ricardo Constantino.
Description:	210 p.
Notes:	Chair: Hema J. Siriwardane.
Contained By:	Masters Abstracts International41-02.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1410777
ISBN:	0493833730

Seepage in earth slopes with longitudinal drainage trenches.
Kiriakidis L., Ricardo Constantino.

Seepage in earth slopes with longitudinal drainage trenches. - 210 p.

Chair: Hema J. Siriwardane.

Thesis (M.S.C.E.)--West Virginia University, 2002.

The major objective of this study was to determine the effect of hydraulic conductivity on the effectiveness and efficiency of longitudinal drains and on the time to reach steady state seepage under controlled laboratory conditions. An apparatus capable of simulating different slope angles and trench spacing was utilized in this study. By using this apparatus it was possible to obtain data regarding flow pattern, pressure heads, saturation time, influence of slope angle (&thetas;), the trench spacing (W = 2w) and seepage depth (h) under steady state and transient conditions for different values of hydraulic conductivity. Two different soil types with different values of hydraulic conductivity (k) were tested at three slope angles. For each of these slopes, three different values of trench spacing were tested. For each of these, tests were conducted at three seepage levels. Measurements of seepage removal rate were taken along the longitudinal direction of the trench under transient and steady state conditions. The piezometric pressures at selected locations in the soil slope were measured.

ISBN: 0493833730Subjects--Topical Terms:

783781
Engineering, Civil.

Seepage in earth slopes with longitudinal drainage trenches.
LDR:01959nam 2200277 a 45 001 937162
005 20110511
008 110511s2002 eng d
020 $a 0493833730
035 $a (UnM)AAI1410777
035 $a AAI1410777
040 $a UnM $c UnM
100 1 $a Kiriakidis L., Ricardo Constantino. $3 1261029
245 1 0 $a Seepage in earth slopes with longitudinal drainage trenches.
300 $a 210 p.
500 $a Chair: Hema J. Siriwardane.
500 $a Source: Masters Abstracts International, Volume: 41-02, page: 0584.
502 $a Thesis (M.S.C.E.)--West Virginia University, 2002.
520 $a The major objective of this study was to determine the effect of hydraulic conductivity on the effectiveness and efficiency of longitudinal drains and on the time to reach steady state seepage under controlled laboratory conditions. An apparatus capable of simulating different slope angles and trench spacing was utilized in this study. By using this apparatus it was possible to obtain data regarding flow pattern, pressure heads, saturation time, influence of slope angle (&thetas;), the trench spacing (W = 2w) and seepage depth (h) under steady state and transient conditions for different values of hydraulic conductivity. Two different soil types with different values of hydraulic conductivity (k) were tested at three slope angles. For each of these slopes, three different values of trench spacing were tested. For each of these, tests were conducted at three seepage levels. Measurements of seepage removal rate were taken along the longitudinal direction of the trench under transient and steady state conditions. The piezometric pressures at selected locations in the soil slope were measured.
590 $a School code: 0256.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Geotechnology. $3 1018558
690 $a 0428
690 $a 0543
710 2 0 $a West Virginia University. $3 1017532
773 0 $t Masters Abstracts International $g 41-02.
790 $a 0256
790 1 0 $a Siriwardane, Hema J., $e advisor
791 $a M.S.C.E.
792 $a 2002
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1410777