The efficiency of the electro-osmosis method on the consolidation and strength properties of the gray clay of Tabriz

Geoenvironmental Disasters

Table 2 Details of the tests program

Name	Electrode	Voltage (V)	Ampere (A)	Test type	Soil type	R_D
Consolidation tests
1	Iron	12	10	Consolidation	Kaolin	0.8
2	Iron	24	10	Consolidation	Kaolin	0.8
3	Aluminum	12	10	Consolidation	Kaolin	0.8
4	Aluminum	24	10	Consolidation	Kaolin	0.8
5	Copper	12	10	Consolidation	Kaolin	0.8
6	Copper	24	10	Consolidation	Kaolin	0.8
7	Iron	12	10	Consolidation	Gray clay	0.8
8	Iron	24	10	Consolidation	Gray clay	0.8
9	Aluminum	12	10	Consolidation	Gray clay	0.8
10	Aluminum	24	10	Consolidation	Gray clay	0.8
11	Copper	12	10	Consolidation	Gray clay	0.8
12	Copper	24	10	Consolidation	Gray clay	0.8
13	Iron	12	10	Consolidation	Kaolin	0.6
14	Iron	24	10	Consolidation	Kaolin	0.6
15	Aluminum	12	10	Consolidation	Kaolin	0.6
16	Aluminum	24	10	Consolidation	Kaolin	0.6
17	Copper	12	10	Consolidation	Kaolin	0.6
18	Copper	24	10	Consolidation	Kaolin	0.6
19	Iron	12	10	Consolidation	Gray clay	0.6
20	Iron	24	10	Consolidation	Gray clay	0.6
21	Aluminum	12	10	Consolidation	Gray clay	0.6
22	Aluminum	24	10	Consolidation	Gray clay	0.6
23	Copper	12	10	Consolidation	Gray clay	0.6
24	Copper	24	10	Consolidation	Gray clay	0.6
Unconfined compression tests
25	Copper	24	10	Unconfined compression	Kaolin	0.8
26	Copper	24	10	Unconfined compression	Gray clay	0.8
27	Copper	24	10	Unconfined compression	Kaolin	0.6
28	Copper	24	10	Unconfined compression	Gray clay	0.6