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

Innovative expansion of landfill cap...

Templeton, R. Hayes.

FindBook

Google Book

Amazon

博客來

Innovative expansion of landfill capacity using geogrid reinforcements.

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Innovative expansion of landfill capacity using geogrid reinforcements./
作者:	Templeton, R. Hayes.
面頁冊數:	193 p.
附註:	Adviser: Khaled Sobhan.
Contained By:	Masters Abstracts International45-04.
標題:	Engineering, Civil. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1441547

Innovative expansion of landfill capacity using geogrid reinforcements.
Templeton, R. Hayes.

Innovative expansion of landfill capacity using geogrid reinforcements. - 193 p.

Adviser: Khaled Sobhan.

Thesis (M.S.)--Florida Atlantic University, 2007.

An analytical investigation was conducted to evaluate the geotechnical safety and stability of MSW landfills constructed with significantly steepened slopes achieved through geosynthetic reinforcement. The primary motivation for this endeavor was to propose a new design/construction methodology for innovative expansion of landfill capacity. A 2-D plane strain linear elastic analysis was performed with ANSYS finite element software on full-scale MSW landfill structures (with and without geogrids), having slopes of 1:2, 1:2, and 1:3. Both local and global factors of safety were determined employing the Mohr-Coulomb failure criteria, and compared with traditional solutions using the Bishop's Modified Method. It was found that the landfill slopes could be steepened up to 1:1 using geogrid reinforcement, resulting in higher storage capacity and consequential environmental and economic benefits.Subjects--Topical Terms:

783781
Engineering, Civil.

Innovative expansion of landfill capacity using geogrid reinforcements.
LDR:01744nam 2200277 a 45 001 957543
005 20110630
008 110630s2007 ||||||||||||||||| ||eng d
035 $a (UMI)AAI1441547
035 $a AAI1441547
040 $a UMI $c UMI
100 1 $a Templeton, R. Hayes. $3 1280891
245 1 0 $a Innovative expansion of landfill capacity using geogrid reinforcements.
300 $a 193 p.
500 $a Adviser: Khaled Sobhan.
500 $a Source: Masters Abstracts International, Volume: 45-04, page: 2075.
502 $a Thesis (M.S.)--Florida Atlantic University, 2007.
520 $a An analytical investigation was conducted to evaluate the geotechnical safety and stability of MSW landfills constructed with significantly steepened slopes achieved through geosynthetic reinforcement. The primary motivation for this endeavor was to propose a new design/construction methodology for innovative expansion of landfill capacity. A 2-D plane strain linear elastic analysis was performed with ANSYS finite element software on full-scale MSW landfill structures (with and without geogrids), having slopes of 1:2, 1:2, and 1:3. Both local and global factors of safety were determined employing the Mohr-Coulomb failure criteria, and compared with traditional solutions using the Bishop's Modified Method. It was found that the landfill slopes could be steepened up to 1:1 using geogrid reinforcement, resulting in higher storage capacity and consequential environmental and economic benefits.
590 $a School code: 0119.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Engineering, Environmental. $3 783782
650 4 $a Geotechnology. $3 1018558
690 $a 0428
690 $a 0543
690 $a 0775
710 2 $a Florida Atlantic University. $3 1017837
773 0 $t Masters Abstracts International $g 45-04.
790 $a 0119
790 1 0 $a Sobhan, Khaled, $e advisor
791 $a M.S.
792 $a 2007
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1441547