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

Swell, stiffness and strength of exp...

Heyer, Lance C.

FindBook

Google Book

Amazon

博客來

Swell, stiffness and strength of expansive soil-rubber (ESR) mixtures at various scales: Effect of specimen and rubber particle sizes.

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Swell, stiffness and strength of expansive soil-rubber (ESR) mixtures at various scales: Effect of specimen and rubber particle sizes./
作者:	Heyer, Lance C.
面頁冊數:	306 p.
附註:	Source: Masters Abstracts International, Volume: 51-02.
Contained By:	Masters Abstracts International51-02(E).
標題:	Engineering, Civil. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1517051
ISBN:	9781267570086

Swell, stiffness and strength of expansive soil-rubber (ESR) mixtures at various scales: Effect of specimen and rubber particle sizes.
Heyer, Lance C.

Swell, stiffness and strength of expansive soil-rubber (ESR) mixtures at various scales: Effect of specimen and rubber particle sizes. - 306 p.

Source: Masters Abstracts International, Volume: 51-02.

Thesis (M.S.)--Colorado State University, 2012.

Expansive soils and stockpiled scrap tires present unique constructability and environmental challenges to the Front Range of Northern Colorado, respectively. Swell, stiffness and strength parameters of expansive soil-rubber (ESR) mixtures were systematically evaluated in the laboratory under one-dimensional and axisymmetric boundary conditions. ESR mixtures tested contained highly plastic, swelling clay from the Pierre shale formation and scrap tire rubber (STR) with nominal maximum particle sizes equal to approximately 6.7 or 19.0 mm. Compaction parameters were determined using standard Proctor compaction procedures (ASTM D698). Mixtures were compacted to relative compaction levels equal to 90, 95 or 100% and water contents varying by +/- 2% around the optimum water content. Rubber contents used were equal to 0, 10 or 20%. Specimen and rubber particle sizes were also studied to assess differences in mechanical behavior of 6.7- and 19.0-mm ESR mixtures tested in one-dimensional compression employing three specimen sizes (small-scale, large-scale and field-scale) and in undrained axisymmetric compression employing two specimen sizes (small-scale and large-scale).

ISBN: 9781267570086Subjects--Topical Terms:

783781
Engineering, Civil.

Swell, stiffness and strength of expansive soil-rubber (ESR) mixtures at various scales: Effect of specimen and rubber particle sizes.
LDR:03806nam a2200289 4500 001 1958835
005 20140512081834.5
008 150210s2012 ||||||||||||||||| ||eng d
020 $a 9781267570086
035 $a (MiAaPQ)AAI1517051
035 $a AAI1517051
040 $a MiAaPQ $c MiAaPQ
100 1 $a Heyer, Lance C. $3 2094051
245 1 0 $a Swell, stiffness and strength of expansive soil-rubber (ESR) mixtures at various scales: Effect of specimen and rubber particle sizes.
300 $a 306 p.
500 $a Source: Masters Abstracts International, Volume: 51-02.
500 $a Adviser: J Antonio H. Carraro.
502 $a Thesis (M.S.)--Colorado State University, 2012.
520 $a Expansive soils and stockpiled scrap tires present unique constructability and environmental challenges to the Front Range of Northern Colorado, respectively. Swell, stiffness and strength parameters of expansive soil-rubber (ESR) mixtures were systematically evaluated in the laboratory under one-dimensional and axisymmetric boundary conditions. ESR mixtures tested contained highly plastic, swelling clay from the Pierre shale formation and scrap tire rubber (STR) with nominal maximum particle sizes equal to approximately 6.7 or 19.0 mm. Compaction parameters were determined using standard Proctor compaction procedures (ASTM D698). Mixtures were compacted to relative compaction levels equal to 90, 95 or 100% and water contents varying by +/- 2% around the optimum water content. Rubber contents used were equal to 0, 10 or 20%. Specimen and rubber particle sizes were also studied to assess differences in mechanical behavior of 6.7- and 19.0-mm ESR mixtures tested in one-dimensional compression employing three specimen sizes (small-scale, large-scale and field-scale) and in undrained axisymmetric compression employing two specimen sizes (small-scale and large-scale).
520 $a Swell-compression results indicated the swell percent and swell pressure of specimens subjected to one-dimensional compression with lateral confinement were most impacted by initial water content, followed by relative compaction and rubber content. Compressibility parameters, including the constrained and elastic moduli, are most impacted by rubber content, followed by relative compaction and initial water content. Small-scale one-dimensional specimens demonstrated a minimal increase in swelling and insignificant variations in compressibility in comparison to large-scale one-dimensional and field-scale specimens. ESR specimens subjected to axisymmetric boundary conditions exhibited volumetric swell during flushing and back pressure saturation and swelling magnitudes were similar for nominal rubber particle sizes equal to 6.7 and 19.0 mm. Normal compression line parameters, lambdacs and kappa cs, were equal to 0.10 and 0.05, and 0.11 and 0.04 for large-scale 6.7- and 19.0-mm ESR specimens, respectively. Critical state parameters, Mcs, &Gcy;cs, and lambdacs, were equal to 1.20, 2.23 and 0.14, and 1.04, 2.15 and 0.13 for large-scale 6.7- and 19.0-mm ESR specimens, respectively. Scalability results indicate similar swell, stiffness and strength of ESR mixtures compacted to various specimen sizes with the inclusion of either 6.7- or 19.0-mm scrap tire rubber particles. Results indicate reasonable predictions of the mechanical behavior of ESR mixtures including tire chips can be made using conventional laboratory specimen sizes and testing techniques employing similar host expansive soils and rubber contents used to create ESR mixtures including granulated rubber.
590 $a School code: 0053.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Geotechnology. $3 1018558
690 $a 0543
690 $a 0428
710 2 $a Colorado State University. $b Civil & Environmental Engineering. $3 2094045
773 0 $t Masters Abstracts International $g 51-02(E).
790 $a 0053
791 $a M.S.
792 $a 2012
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1517051