1. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Grain size distribution of fine grained soil from the Qinghai–Tibetan Plateau

2. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Procedure followed when performing freeze-thaw cycles tests

3. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Apparatus used for freeze-thaw cycles tests

4. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
The stress–strain curves for dry unit weight of 16.0 kN/m3: (a) before freeze-thaw and (b) after one freeze-thaw cycle

5. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
The stress–strain curves for dry unit weight of 18.3 kN/m3: (a) before freeze-thaw and (b) after one freeze-thaw cycle

6. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
The Mohr–Column failure envelopes for dry unit weight of 16.0 kN/m3: (a) before freeze-thaw and (b) after one freeze-thaw cycle

7. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
The Mohr–Column failure envelopes for dry unit weight of 18.3 kN/m3: (a) before freeze-thaw and (b) after one freeze-thaw cycle

8. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
X-ray CT scanning of soil sample: (a) location of the three scanned layers in the soil sample and (b) location of the 2-mm wide concentric rings in each scanned layer

9. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Tomographical intensity in the three layers after one freeze-thaw cycle for the soil sample at dry unit weight of 18.3 kN/m3

10. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Changes in shear strength parameters versus freeze-thaw cycles: (a) changes in apparent cohesion and (b) changes in apparent friction angle

11. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Hysteretic curve of saturation degree versus matric suction

12. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Deformation versus time curves during freeze-thaw cycles: (a) for the soil samples with dry unit weight of 16.0 kN/m3 and (b) for the soil samples with dry unit weight of 18.3 kN/m3

13. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Relationship between CT damage index and dry unit weight change ratio at different freeze-thaw cycles

14. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Changes in CT damage index versus apparent cohesion at different freeze-thaw cycles: (a) for the soil samples with a dry unit weight of 16.0 kN/m3 and (b) for the soil samples with a dry unit weight of 18.3 kN/m3

15. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Images of X-ray computed tomography with dry unit weight of 16.0 kN/m3: (a) before freeze-thaw and (b) after one freeze-thaw cycle

16. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Images of X-ray CT with dry unit weight of 18.3 kN/m3: (a) before freeze-thaw and (b) after one freeze-thaw cycle

17. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Changes in electrical resistivity during the freeze-thaw cycles: (a) for the soil sample at a dry unit weight of 16.0 kN/m3 and (b) for the soil sample at a dry unit weight of 18.3 kN/m3

18. Date of download: 11/14/2017
Copyright © ASME. All rights reserved.
From: Study on Mechanism of Freeze-Thaw Cycles Induced Changes in Soil Strength Using Electrical Resistivity and X-Ray Computed Tomography
J. Offshore Mech. Arct. Eng. 2017;139(2): doi: /
Figure Legend:
Changes in electrical resistivity versus freeze-thaw cycles