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Soil-geosynthetic reinforcement inte...

Navarrete, Fernando Manuel.

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Soil-geosynthetic reinforcement interaction for mechanically stabilized earth (MSE) wall systems.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Soil-geosynthetic reinforcement interaction for mechanically stabilized earth (MSE) wall systems./
Author:	Navarrete, Fernando Manuel.
Description:	295 p.
Notes:	Source: Dissertation Abstracts International, Volume: 62-10, Section: B, page: 4725.
Contained By:	Dissertation Abstracts International62-10B.
Subject:	Engineering, Marine and Ocean. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3028487
ISBN:	0493407723

Soil-geosynthetic reinforcement interaction for mechanically stabilized earth (MSE) wall systems.
Navarrete, Fernando Manuel.

Soil-geosynthetic reinforcement interaction for mechanically stabilized earth (MSE) wall systems. - 295 p.

Source: Dissertation Abstracts International, Volume: 62-10, Section: B, page: 4725.

Thesis (Ph.D.)--Florida Atlantic University, 2001.

The dissertation is an experimental and analytical investigation of the long term performance of mechanically stabilized earth (MSE) walls with geosynthetics, with particular focus on rational methods to enable the determination of the applicable factors for use in Load Resistance Factor Design (LRFD).

ISBN: 0493407723Subjects--Topical Terms:

1019064
Engineering, Marine and Ocean.

Soil-geosynthetic reinforcement interaction for mechanically stabilized earth (MSE) wall systems.
LDR:03271nmm 2200301 4500 001 1862240
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020 $a 0493407723
035 $a (UnM)AAI3028487
035 $a AAI3028487
040 $a UnM $c UnM
100 1 $a Navarrete, Fernando Manuel. $3 1949805
245 1 0 $a Soil-geosynthetic reinforcement interaction for mechanically stabilized earth (MSE) wall systems.
300 $a 295 p.
500 $a Source: Dissertation Abstracts International, Volume: 62-10, Section: B, page: 4725.
500 $a Adviser: D. V. Reddy.
502 $a Thesis (Ph.D.)--Florida Atlantic University, 2001.
520 $a The dissertation is an experimental and analytical investigation of the long term performance of mechanically stabilized earth (MSE) walls with geosynthetics, with particular focus on rational methods to enable the determination of the applicable factors for use in Load Resistance Factor Design (LRFD).
520 $a An overview of current issues concerning MSE walls is followed by an extensive literature review addressing MSE walls, pullout strength, creep and creep rupture, durability and degradation, design methodology, analytical prediction, and field evaluation of MSE walls. The experimental tasks comprise: (i) creep and creep rupture, (ii) durability and degradation, (iii) small scale testing of MSE walls with a model prototype ratio of 1:5.5, and (iv) construction of prototype MSE wall and instrumentation for long-term performance. The analytical work comprises finite difference modeling using the Fast Lagrangian Analysis of Continua (FLAC) software, (i) For creep up to 10,000 hours accelerated exposure for HDPE and PET geogrids, with super-ambient temperatures and soil water conditions related to soil conditions in Florida, the significant part of creep was due to temperatures and not solution exposures, with creep rupture occurring primarily for HDPE. (ii) For durability, performance at ambient temperatures was extrapolated, based on the Arrhenius method. The variation in degradation between the different solutions was minimal, indicating hydrolysis as the main cause for PET at elevated temperatures. (iii) Two HDPE and two PET reinforcement small scale (1:5.5) MSE walls were tested, with different surcharges each for 72 hour periods. Panel movements, strains in the reinforcement, and wall settlements were measured, indicating values smaller than the predicted, mostly for the smaller surcharges due to distortion caused by scaling neglecting the gravity effect. (iv) For analysis with FLAC computer software, two correction factors "a" and "b" were applied to correct the discrepancies between the model and the test values. The PET MSE small scale wall showed more deviation because the material has a low modulus of elasticity. (v) A preliminary comparison of the small scale and the prototype MSE wall behavior indicated discrepancies due to distortion scaling related to the lack of gravity simulation.
590 $a School code: 0119.
650 4 $a Engineering, Marine and Ocean. $3 1019064
650 4 $a Engineering, Civil. $3 783781
650 4 $a Geotechnology. $3 1018558
690 $a 0547
690 $a 0543
690 $a 0428
710 2 0 $a Florida Atlantic University. $3 1017837
773 0 $t Dissertation Abstracts International $g 62-10B.
790 1 0 $a Reddy, D. V., $e advisor
790 $a 0119
791 $a Ph.D.
792 $a 2001
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3028487