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

Investigating the extent of damage f...

Erickson, Kirk Brandon.

FindBook

Google Book

Amazon

博客來

Investigating the extent of damage from a single blasthole.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Investigating the extent of damage from a single blasthole./
作者:	Erickson, Kirk Brandon.
面頁冊數:	313 p.
附註:	Source: Masters Abstracts International, Volume: 52-06.
Contained By:	Masters Abstracts International52-06(E).
標題:	Mining engineering. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1556022
ISBN:	9781303896408

Investigating the extent of damage from a single blasthole.
Erickson, Kirk Brandon.

Investigating the extent of damage from a single blasthole. - 313 p.

Source: Masters Abstracts International, Volume: 52-06.

Thesis (M.S.)--The University of Utah, 2014.

This item must not be sold to any third party vendors.

An ever-present challenge at most active mining operations is controlling blast-induced damage beyond design limits. Implementing more effective wall control during blasting activities requires (1) understanding the damage mechanisms involved and (2) reasonably predicting the extent of blast-induced damage. While a common consensus on blast damage mechanisms in rock exists within the scientific community, there is much work to be done in the area of predicting overbreak. A new method was developed for observing near-field fracturing with a borescope. A field test was conducted in which a confined explosive charge was detonated in a body of competent rhyolite rock. Three instrumented monitoring holes filled with quick-setting cement were positioned in close proximity to the blasthole. Vibration transducers were secured downhole and on the surface to measure near-field vibrations. Clear acrylic tubing was positioned downhole and a borescope was lowered through it to view fractures in the grout. Thin, two-conductor, twisted wires were placed downhole and analyzed using a time-domain reflectometer (TDR) to assess rock displacement. Fracturing in the grout was easily observed with the borescope up to 3.78 m (12.4 ft) from the blasthole, with moderate fracturing visible up to 2.10 m (6.9 ft). Measured peak particle velocities (PPV) at these distances were 310 mm/s (12.2 in./s) and 1,490 mm/s (58.5 in./s), respectively, although no fracturing was observed near the depth of the vibration transducers located 3.78 m (12.4 ft) from the blasthole. TDR readings were difficult to interpret but indicated rock displacement in two of the monitoring holes. Three methods were used to predict the radial extent of tensile damage around the blasthole: a modified Holmberg--Persson (HP) model, a shockwave transfer (SWT) model, and a dynamic finite element simulation using ANSYS AutodynTM. The extent of damage predicted by the HP and SWT models is similar to field measurements when using static material properties of the rock, but is underestimated using dynamic material properties. The AutodynTM model significantly overpredicted the region of damage but realistically simulated the zones of crushing and radial cracking. Calibration of material parameters for the Autodyn TM model would be needed to yield more accurate results.

ISBN: 9781303896408Subjects--Topical Terms:

788403
Mining engineering.

Investigating the extent of damage from a single blasthole.
LDR:03249nmm a2200289 4500 001 2061866
005 20151020080334.5
008 170521s2014 ||||||||||||||||| ||eng d
020 $a 9781303896408
035 $a (MiAaPQ)AAI1556022
035 $a AAI1556022
040 $a MiAaPQ $c MiAaPQ
100 1 $a Erickson, Kirk Brandon. $3 3176183
245 1 0 $a Investigating the extent of damage from a single blasthole.
300 $a 313 p.
500 $a Source: Masters Abstracts International, Volume: 52-06.
500 $a Adviser: Michael K. McCarter.
502 $a Thesis (M.S.)--The University of Utah, 2014.
506 $a This item must not be sold to any third party vendors.
520 $a An ever-present challenge at most active mining operations is controlling blast-induced damage beyond design limits. Implementing more effective wall control during blasting activities requires (1) understanding the damage mechanisms involved and (2) reasonably predicting the extent of blast-induced damage. While a common consensus on blast damage mechanisms in rock exists within the scientific community, there is much work to be done in the area of predicting overbreak. A new method was developed for observing near-field fracturing with a borescope. A field test was conducted in which a confined explosive charge was detonated in a body of competent rhyolite rock. Three instrumented monitoring holes filled with quick-setting cement were positioned in close proximity to the blasthole. Vibration transducers were secured downhole and on the surface to measure near-field vibrations. Clear acrylic tubing was positioned downhole and a borescope was lowered through it to view fractures in the grout. Thin, two-conductor, twisted wires were placed downhole and analyzed using a time-domain reflectometer (TDR) to assess rock displacement. Fracturing in the grout was easily observed with the borescope up to 3.78 m (12.4 ft) from the blasthole, with moderate fracturing visible up to 2.10 m (6.9 ft). Measured peak particle velocities (PPV) at these distances were 310 mm/s (12.2 in./s) and 1,490 mm/s (58.5 in./s), respectively, although no fracturing was observed near the depth of the vibration transducers located 3.78 m (12.4 ft) from the blasthole. TDR readings were difficult to interpret but indicated rock displacement in two of the monitoring holes. Three methods were used to predict the radial extent of tensile damage around the blasthole: a modified Holmberg--Persson (HP) model, a shockwave transfer (SWT) model, and a dynamic finite element simulation using ANSYS AutodynTM. The extent of damage predicted by the HP and SWT models is similar to field measurements when using static material properties of the rock, but is underestimated using dynamic material properties. The AutodynTM model significantly overpredicted the region of damage but realistically simulated the zones of crushing and radial cracking. Calibration of material parameters for the Autodyn TM model would be needed to yield more accurate results.
590 $a School code: 0240.
650 4 $a Mining engineering. $3 788403
650 4 $a Engineering. $3 586835
690 $a 0551
690 $a 0537
710 2 $a The University of Utah. $b Mining Engineering. $3 2094658
773 0 $t Masters Abstracts International $g 52-06(E).
790 $a 0240
791 $a M.S.
792 $a 2014
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1556022