國立虎尾科技大學 |

Comparison of the installation of strand with steel bar tendons in anchored drilled shaft wall.

Record Type:	Language materials, manuscript : Monograph/item
Title/Author:	Comparison of the installation of strand with steel bar tendons in anchored drilled shaft wall./
Author:	Azofra Arrizabalaga, Inigo.
Description:	1 online resource (164 pages)
Notes:	Source: Masters Abstracts International, Volume: 76-02.
Contained By:	Masters Abstracts International76-02.
Subject:	Civil engineering. -
Online resource:	click for full text (PQDT)
ISBN:	9781303980206

Comparison of the installation of strand with steel bar tendons in anchored drilled shaft wall.
Azofra Arrizabalaga, Inigo.

Comparison of the installation of strand with steel bar tendons in anchored drilled shaft wall. - 1 online resource (164 pages)

Source: Masters Abstracts International, Volume: 76-02.

Thesis (M.S.)--The University of Texas at Arlington, 2014.

Includes bibliographical references

Anchored drilled shaft walls are common in construction nowadays in the U.S. The use of either strand tendons or steel bar tendons as anchors in construction is approved. However, there is no information from a construction standpoint, of what type of tendon fits better depending on the field conditions or the project requirements. Nor is there any study reflecting the construction process and sequence of this type of retaining wall depending on the type of tendon. This research will evaluate different consequences of the selection of the type of tendon. It will analyze the design aspects, construction scheduling, construction costs, and testing and instrumentation of anchored drilled shaft walls. Using a hypothetical anchored drilled shaft wall, this thesis will evaluate different sequences for the construction of these retaining walls. With information provided by a case study, an evaluation of the reliability of each type of tendon will be presented. Different instrumentation readings will be provided to show the performance of each different type of tendon. The results of this thesis show that strand anchors are, from a construction point of view, more cost and time efficient, and they have lower space limitations compared to steel bar anchors.

Electronic reproduction.
Ann Arbor, Mich. :
ProQuest,
2024

Mode of access: World Wide Web

ISBN: 9781303980206Subjects--Topical Terms:

561339
Civil engineering.
Subjects--Index Terms:

AnchorIndex Terms--Genre/Form:

554714
Electronic books.

Comparison of the installation of strand with steel bar tendons in anchored drilled shaft wall.
LDR:02673ntm a22004097 4500 001 1151955
005 20241125080151.5
006 m o d
007 cr mn ---uuuuu
008 250605s2014 xx obm 000 0 eng d
020 $a 9781303980206
035 $a (MiAaPQ)AAI1558405
035 $a (MiAaPQ)uta:12599
035 $a AAI1558405
040 $a MiAaPQ $b eng $c MiAaPQ $d NTU
100 1 $a Azofra Arrizabalaga, Inigo. $3 1478805
245 1 0 $a Comparison of the installation of strand with steel bar tendons in anchored drilled shaft wall.
264 0 $c 2014
300 $a 1 online resource (164 pages)
336 $a text $b txt $2 rdacontent
337 $a computer $b c $2 rdamedia
338 $a online resource $b cr $2 rdacarrier
500 $a Source: Masters Abstracts International, Volume: 76-02.
500 $a Publisher info.: Dissertation/Thesis.
500 $a Advisor: Najafi, Mohammad.
502 $a Thesis (M.S.)--The University of Texas at Arlington, 2014.
504 $a Includes bibliographical references
520 $a Anchored drilled shaft walls are common in construction nowadays in the U.S. The use of either strand tendons or steel bar tendons as anchors in construction is approved. However, there is no information from a construction standpoint, of what type of tendon fits better depending on the field conditions or the project requirements. Nor is there any study reflecting the construction process and sequence of this type of retaining wall depending on the type of tendon. This research will evaluate different consequences of the selection of the type of tendon. It will analyze the design aspects, construction scheduling, construction costs, and testing and instrumentation of anchored drilled shaft walls. Using a hypothetical anchored drilled shaft wall, this thesis will evaluate different sequences for the construction of these retaining walls. With information provided by a case study, an evaluation of the reliability of each type of tendon will be presented. Different instrumentation readings will be provided to show the performance of each different type of tendon. The results of this thesis show that strand anchors are, from a construction point of view, more cost and time efficient, and they have lower space limitations compared to steel bar anchors.
533 $a Electronic reproduction. $b Ann Arbor, Mich. : $c ProQuest, $d 2024
538 $a Mode of access: World Wide Web
650 4 $a Civil engineering. $3 561339
653 $a Anchor
653 $a Construction
653 $a Drilled
653 $a Shaft
653 $a Strand
653 $a Tendon
655 7 $a Electronic books. $2 local $3 554714
690 $a 0543
710 2 $a ProQuest Information and Learning Co. $3 1178819
710 2 $a The University of Texas at Arlington. $b Civil & Environmental Engineering. $3 1189442
773 0 $t Masters Abstracts International $g 76-02.
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1558405 $z click for full text (PQDT)