Water content, effective stress, and rotation speed impact on the abrasivity of granular soils in LCPC test results. (May 2019)
- Record Type:
- Journal Article
- Title:
- Water content, effective stress, and rotation speed impact on the abrasivity of granular soils in LCPC test results. (May 2019)
- Main Title:
- Water content, effective stress, and rotation speed impact on the abrasivity of granular soils in LCPC test results
- Authors:
- Hamzaban, Mohammad Taghi
Jakobsen, Pål Drevland
Shakeri, Hadi
Najafi, Reza - Abstract:
- Highlights: A new technic for the application of stress levels on abrasive soil samples was developed. The effect of water content and effective stress level on the soil abrasivity was investigated. Water drainage during abrasivity test has a considerable effect on the recorded wears. The theory of soil compaction can be used to describe the abrasive behavior of granular soils. The effect of stress levels and rotation speed on the obtained wear is different under different moistures. Abstract: The development of mechanized tunneling technology and the extent of its application in the soft grounds have revealed the importance of soil abrasivity studies more. As one of the first methods of soil abrasivity assessment, LCPC test is widely used in predicting the wear of cutting tools in soft grounds. In this study, the effect of water content, rotation speed, and applied stress on the abrasivity of crushed silica particles are investigated with the LCPC tests. The results showed that water content has a considerable effect on the abrasive behavior of silica particles. The occurrence of drainage during the tests considerably changed the dominant conditions of moisture and affected the observed wear rates. The obtained correlation between the effective stress levels and recorded wears showed that the theory of granular soils compaction can be used to describe the variations of soil abrasivity with water content changes. Moreover, the results showed a direct linear correlationHighlights: A new technic for the application of stress levels on abrasive soil samples was developed. The effect of water content and effective stress level on the soil abrasivity was investigated. Water drainage during abrasivity test has a considerable effect on the recorded wears. The theory of soil compaction can be used to describe the abrasive behavior of granular soils. The effect of stress levels and rotation speed on the obtained wear is different under different moistures. Abstract: The development of mechanized tunneling technology and the extent of its application in the soft grounds have revealed the importance of soil abrasivity studies more. As one of the first methods of soil abrasivity assessment, LCPC test is widely used in predicting the wear of cutting tools in soft grounds. In this study, the effect of water content, rotation speed, and applied stress on the abrasivity of crushed silica particles are investigated with the LCPC tests. The results showed that water content has a considerable effect on the abrasive behavior of silica particles. The occurrence of drainage during the tests considerably changed the dominant conditions of moisture and affected the observed wear rates. The obtained correlation between the effective stress levels and recorded wears showed that the theory of granular soils compaction can be used to describe the variations of soil abrasivity with water content changes. Moreover, the results showed a direct linear correlation between the rotation speed of steel propellers and measured wears. The same correlation was also found between effective stress levels and wear amounts. However, in the samples with higher water content than 10 percent, the effect of stress on the wear rates increases with the increase of propeller rotation speed. … (more)
- Is Part Of:
- Tunnelling and underground space technology. Volume 87(2019)
- Journal:
- Tunnelling and underground space technology
- Issue:
- Volume 87(2019)
- Issue Display:
- Volume 87, Issue 2019 (2019)
- Year:
- 2019
- Volume:
- 87
- Issue:
- 2019
- Issue Sort Value:
- 2019-0087-2019-0000
- Page Start:
- 41
- Page End:
- 55
- Publication Date:
- 2019-05
- Subjects:
- Soil -- Abrasivity -- Water content -- LCPC
Tunneling -- Periodicals
Underground construction -- Periodicals
Tunnels -- Periodicals
Underground areas -- Periodicals
624.193 - Journal URLs:
- http://www.sciencedirect.com/science/journal/08867798 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.tust.2019.02.003 ↗
- Languages:
- English
- ISSNs:
- 0886-7798
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 9071.405000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 9662.xml