東華大學圖書館 |

語系: 繁體中文

說明(常見問題)

回圖書館首頁

手機版館藏查詢

登入

回首頁

切換: 標籤 | MARC模式 | ISBD

Identifying Shallow Foundation Failu...

Purdy, Denys W.

FindBook

Google Book

Amazon

博客來

Identifying Shallow Foundation Failure Modes and Mechanisms Using Surveillance of a Transparent Granular Soil Surrogate.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Identifying Shallow Foundation Failure Modes and Mechanisms Using Surveillance of a Transparent Granular Soil Surrogate./
作者:	Purdy, Denys W.
出版者:	Ann Arbor : ProQuest Dissertations & Theses, : 2017,
面頁冊數:	128 p.
附註:	Source: Masters Abstracts International, Volume: 56-04.
Contained By:	Masters Abstracts International56-04(E).
標題:	Civil engineering. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=10610507
ISBN:	9781369849394

Identifying Shallow Foundation Failure Modes and Mechanisms Using Surveillance of a Transparent Granular Soil Surrogate.
Purdy, Denys W.

Identifying Shallow Foundation Failure Modes and Mechanisms Using Surveillance of a Transparent Granular Soil Surrogate. - Ann Arbor : ProQuest Dissertations & Theses, 2017 - 128 p.

Source: Masters Abstracts International, Volume: 56-04.

Thesis (M.S.)--Florida Atlantic University, 2017.

A transparent soil model of granular fused quartz is developed to study the mechanics of shallow foundations. Soil models, unreinforced and reinforced, prepared at relative densities 0.34 (loose) and 0.64 to 0.69 (medium dense) are tested using a rectangular footing (25 mm wide x 40 mm long) under strain-controlled loading. Digital Image Correlation is used to identify displacements of a seeded central plane parallel to footing width (B) and construct vector fields and contour plots. Fiber-reinforced soil model data analysis is inconclusive. For the unreinforced medium-dense soil, minimum and peak magnitude horizontal displacements occurred directly under the footing at the footing edges; whereas in the loose soil, peak magnitude horizontal displacement occurred directly under the footing. Vector and contour plots revealed that a medium dense soil gradually distributes smaller magnitude displacements over a broad area, in contradistinction to acute, highly localized displacements of larger magnitude in a loose soil.

ISBN: 9781369849394Subjects--Topical Terms:

860360
Civil engineering.

Identifying Shallow Foundation Failure Modes and Mechanisms Using Surveillance of a Transparent Granular Soil Surrogate.
LDR:01960nmm a2200289 4500 001 2153422
005 20171110135145.5
008 190424s2017 ||||||||||||||||| ||eng d
020 $a 9781369849394
035 $a (MiAaPQ)AAI10610507
035 $a AAI10610507
040 $a MiAaPQ $c MiAaPQ
100 1 $a Purdy, Denys W. $3 3341146
245 1 0 $a Identifying Shallow Foundation Failure Modes and Mechanisms Using Surveillance of a Transparent Granular Soil Surrogate.
260 1 $a Ann Arbor : $b ProQuest Dissertations & Theses, $c 2017
300 $a 128 p.
500 $a Source: Masters Abstracts International, Volume: 56-04.
500 $a Adviser: Khaled Sobhan.
502 $a Thesis (M.S.)--Florida Atlantic University, 2017.
520 $a A transparent soil model of granular fused quartz is developed to study the mechanics of shallow foundations. Soil models, unreinforced and reinforced, prepared at relative densities 0.34 (loose) and 0.64 to 0.69 (medium dense) are tested using a rectangular footing (25 mm wide x 40 mm long) under strain-controlled loading. Digital Image Correlation is used to identify displacements of a seeded central plane parallel to footing width (B) and construct vector fields and contour plots. Fiber-reinforced soil model data analysis is inconclusive. For the unreinforced medium-dense soil, minimum and peak magnitude horizontal displacements occurred directly under the footing at the footing edges; whereas in the loose soil, peak magnitude horizontal displacement occurred directly under the footing. Vector and contour plots revealed that a medium dense soil gradually distributes smaller magnitude displacements over a broad area, in contradistinction to acute, highly localized displacements of larger magnitude in a loose soil.
590 $a School code: 0119.
650 4 $a Civil engineering. $3 860360
650 4 $a Geotechnology. $3 1018558
690 $a 0543
690 $a 0428
710 2 $a Florida Atlantic University. $b Civil, Environmental and Geomatics Engineering. $3 3341147
773 0 $t Masters Abstracts International $g 56-04(E).
790 $a 0119
791 $a M.S.
792 $a 2017
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=10610507