Language:
English
繁體中文
Help
回圖書館首頁
手機版館藏查詢
Login
Back
to Search results for
[ subject:"Geological engineering." ]
Switch To:
Labeled
|
MARC Mode
|
ISBD
Experimental Study of the Effect of ...
~
Konwea, Anthony Chuka.
Linked to FindBook
Google Book
Amazon
博客來
Experimental Study of the Effect of Grain Size and Grain Size Distribution Curve on Creep and Stress Relaxation in a Beach Sand.
Record Type:
Electronic resources : Monograph/item
Title/Author:
Experimental Study of the Effect of Grain Size and Grain Size Distribution Curve on Creep and Stress Relaxation in a Beach Sand./
Author:
Konwea, Anthony Chuka.
Description:
784 p.
Notes:
Source: Dissertation Abstracts International, Volume: 77-06(E), Section: B.
Contained By:
Dissertation Abstracts International77-06B(E).
Subject:
Civil engineering. -
Online resource:
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=10009794
ISBN:
9781339461977
Experimental Study of the Effect of Grain Size and Grain Size Distribution Curve on Creep and Stress Relaxation in a Beach Sand.
Konwea, Anthony Chuka.
Experimental Study of the Effect of Grain Size and Grain Size Distribution Curve on Creep and Stress Relaxation in a Beach Sand.
- 784 p.
Source: Dissertation Abstracts International, Volume: 77-06(E), Section: B.
Thesis (D.Engr.)--The Catholic University of America, 2016.
In order to obtain a greater qualitative understanding of the mechanisms behind the inverse phenomena of creep and stress relaxation in sand as well as yield parametric data for the future calibration of models that quantitatively predict their scope, intensity and magnitude, 9 24-hour creep and 9 24-hour relaxation studies were conducted on various blends of Virginia Beach sand. The artificially formulated blends were purposefully varied along two independent variable dimensions consisting of 3 different maximum grain sizes and 3 different degrees of gradation uniformity thereby forming a 3x3 blend matrix consisting of 9 different blend type elements. The experimental results are validated against 8 regular triaxial compression tests conducted separately, one on each blend. By conducting comparative analysis along the blend matrix meridians and parallels, the effects of varying each independent variable on creep and relaxation phenomena were demonstrated and fresh insights on both phenomena were gained.
ISBN: 9781339461977Subjects--Topical Terms:
860360
Civil engineering.
Experimental Study of the Effect of Grain Size and Grain Size Distribution Curve on Creep and Stress Relaxation in a Beach Sand.
LDR
:01980nmm a2200289 4500
001
2114788
005
20161128141907.5
008
180830s2016 ||||||||||||||||| ||eng d
020
$a
9781339461977
035
$a
(MiAaPQ)AAI10009794
035
$a
AAI10009794
040
$a
MiAaPQ
$c
MiAaPQ
100
1
$a
Konwea, Anthony Chuka.
$3
3276399
245
1 0
$a
Experimental Study of the Effect of Grain Size and Grain Size Distribution Curve on Creep and Stress Relaxation in a Beach Sand.
300
$a
784 p.
500
$a
Source: Dissertation Abstracts International, Volume: 77-06(E), Section: B.
500
$a
Adviser: Poul V. Lade.
502
$a
Thesis (D.Engr.)--The Catholic University of America, 2016.
520
$a
In order to obtain a greater qualitative understanding of the mechanisms behind the inverse phenomena of creep and stress relaxation in sand as well as yield parametric data for the future calibration of models that quantitatively predict their scope, intensity and magnitude, 9 24-hour creep and 9 24-hour relaxation studies were conducted on various blends of Virginia Beach sand. The artificially formulated blends were purposefully varied along two independent variable dimensions consisting of 3 different maximum grain sizes and 3 different degrees of gradation uniformity thereby forming a 3x3 blend matrix consisting of 9 different blend type elements. The experimental results are validated against 8 regular triaxial compression tests conducted separately, one on each blend. By conducting comparative analysis along the blend matrix meridians and parallels, the effects of varying each independent variable on creep and relaxation phenomena were demonstrated and fresh insights on both phenomena were gained.
590
$a
School code: 0043.
650
4
$a
Civil engineering.
$3
860360
650
4
$a
Geotechnology.
$3
1018558
650
4
$a
Geological engineering.
$3
2122713
690
$a
0543
690
$a
0428
690
$a
0466
710
2
$a
The Catholic University of America.
$b
Civil Engineering.
$3
3276400
773
0
$t
Dissertation Abstracts International
$g
77-06B(E).
790
$a
0043
791
$a
D.Engr.
792
$a
2016
793
$a
English
856
4 0
$u
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=10009794
based on 0 review(s)
Location:
ALL
電子資源
Year:
Volume Number:
Items
1 records • Pages 1 •
1
Inventory Number
Location Name
Item Class
Material type
Call number
Usage Class
Loan Status
No. of reservations
Opac note
Attachments
W9325410
電子資源
01.外借(書)_YB
電子書
EB
一般使用(Normal)
On shelf
0
1 records • Pages 1 •
1
Multimedia
Reviews
Add a review
and share your thoughts with other readers
Export
pickup library
Processing
...
Change password
Login