Effects of state of test sample, specimen geometry and sample preparation on dynamic properties of rubber–sand mixtures. Issue 4 (April 2015)
- Record Type:
- Journal Article
- Title:
- Effects of state of test sample, specimen geometry and sample preparation on dynamic properties of rubber–sand mixtures. Issue 4 (April 2015)
- Main Title:
- Effects of state of test sample, specimen geometry and sample preparation on dynamic properties of rubber–sand mixtures
- Authors:
- Senetakis, K.
Anastasiadis, A. - Abstract:
- Abstract : ABSTRACT: The study presents resonant column test results on sand mixed with granulated rubber. The experiments were carried out on samples within a range of rubber content from 0 to 15% by dry weight of sand–rubber mixtures, at variable isotropic effective stresses, p ′, state of test sample and sample preparation method. Both small-diameter specimens of 36 mm × 82 mm in size and large-diameter samples of about 70 mm × 140 mm in size were tested in torsional mode of vibration at very small shear strain amplitudes, in general less than 10 −5 . Specimens were tested in a dry state, a moist state with a very small water content inclusion and a fully saturated state. The data indicated that for a given p ′, the increase of rubber content shifted the obtained resonant frequencies to lower values, the small-strain shear modulus, G 0, decreased, whereas small-strain material damping, D s0, increased. The state of test sample, namely dry, moist or fully saturated, did not affect the obtained small-strain shear modulus values but did affect the obtained D s0 . G 0 could efficiently be described through typical formulas of G 0 against p ′ used for sands, by treating the volume of rubber particles as part of the total volume of voids into the void ratio function of the G 0 – p ′ relationship. By preparing the samples at variable initial void ratios, comparisons could be obtained between samples of variable rubber contents and state of test sample but at a given resonantAbstract : ABSTRACT: The study presents resonant column test results on sand mixed with granulated rubber. The experiments were carried out on samples within a range of rubber content from 0 to 15% by dry weight of sand–rubber mixtures, at variable isotropic effective stresses, p ′, state of test sample and sample preparation method. Both small-diameter specimens of 36 mm × 82 mm in size and large-diameter samples of about 70 mm × 140 mm in size were tested in torsional mode of vibration at very small shear strain amplitudes, in general less than 10 −5 . Specimens were tested in a dry state, a moist state with a very small water content inclusion and a fully saturated state. The data indicated that for a given p ′, the increase of rubber content shifted the obtained resonant frequencies to lower values, the small-strain shear modulus, G 0, decreased, whereas small-strain material damping, D s0, increased. The state of test sample, namely dry, moist or fully saturated, did not affect the obtained small-strain shear modulus values but did affect the obtained D s0 . G 0 could efficiently be described through typical formulas of G 0 against p ′ used for sands, by treating the volume of rubber particles as part of the total volume of voids into the void ratio function of the G 0 – p ′ relationship. By preparing the samples at variable initial void ratios, comparisons could be obtained between samples of variable rubber contents and state of test sample but at a given resonant frequency. This is very important in capturing the behaviour of the mixtures in resonant column test which is a non-frequency-controlled method and thus the effect of rubber content and loading frequency could be de-coupled in the experiments. … (more)
- Is Part Of:
- Geosynthetics international. Volume 22:Issue 4(2015)
- Journal:
- Geosynthetics international
- Issue:
- Volume 22:Issue 4(2015)
- Issue Display:
- Volume 22, Issue 4 (2015)
- Year:
- 2015
- Volume:
- 22
- Issue:
- 4
- Issue Sort Value:
- 2015-0022-0004-0000
- Page Start:
- 301
- Page End:
- 310
- Publication Date:
- 2015-04
- Subjects:
- Geosynthetics -- Granulated rubber -- Sand–rubber mixtures -- Shear modulus -- Damping ratio -- Resonant column
Geosynthetics -- Periodicals
Geosynthetics
Periodicals
624.1892 - Journal URLs:
- https://www.icevirtuallibrary.com/journal/jgein ↗
- DOI:
- 10.1680/gein.15.00013 ↗
- Languages:
- English
- ISSNs:
- 1072-6349
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library HMNTS - ELD Digital store
- Ingest File:
- 11272.xml