Review Article
A Systematic Review on the Performance Characteristics of Sustainable, Unfired Admixed Soil Blocks for Agricultural and Industrial Waste Management
Table 11
Compressive strength of unfired admixed soil blocks as reported in the reviewed articles.
| Ref. | Binders/fibers | Binder/fiber content (% range) | Initial/unstabilized strength (MPa) | Max. strength after stabilization (MPa) | Percentage increase (+)/percentage decrease (−) |
| [8] | Cement | 1–1.5 | 8.34 | 5.79 | −30.58 | Sand | 1–2.0 | Coconut fiber | 0.4–0.8 |
| [9] | Sugarcane bagasse ash | 0–40 | 8.06 | 8.89 | 10.30 |
| [13] | Cement | 0–10 | 0.64 | 23.5 | 3571.88 | Lime | 0–10 | 0.64 | 16.5 | 2478.13 | Lime + sugarcane bagasse ash | 10 + 10 | 0.64 | 21.3 | 3228.13 |
| [15] | Cement | 5 | 0.9 | 3 | 233.33 | Limestone waste | 3.0–5.0 | Granite waste | 60–65 | Sand | 27–30 |
| [16] | Cement | 12 | 0.9 | 2 | 122.22 | Grit | 81 |
| [17] | Cement | 9 | 11.4 | 14 | 22.81 | Sand | 9.0–77.0 | Kaolin | 14 |
| [20] | Cement + Bacillus pasteurii KCTC 3558 | - | 6.23 | 6.69 | 7.38 | Cement + effective microorganisms (EM) | - | 6.23 | 6.84 | 9.79 |
| [23] | Cement | 0–8.0 | 0.8 | 2.8 | 250.00 | Rice husk ash | 0–20 |
| [24] | Cement | 7 | - | 7.43 | NA |
| [26] | Construction debris + sand + cement | 20–30 | 8.9 | 10.61 | 19.21 |
| [27] | Cement | 4.0–10.0 | 5.42 | 5.85 | 7.93 | Sugarcane bagasse ash | 4.0–8.0 |
| [28] | 9% cement + mineral wool waste | 0–4.0 | 3.23 | 4.13 | 27.86 | 9% cement + sisal fiber | 0.1–0.4 | 3.23 | 3.78 | 17.03 |
| [29] | Cement | 5.0–15.0 | 1.6 | 16 | 900.00 | 10% cement + bitumen emulsion | 2.0–10.0 | 1.6 | 10 | 525.00 | 10% cement + calcium silicate | 0.5–2.0 | 1.6 | 11.55 | 621.88 | Slaked lime | 5.0–15.0 | 1.6 | 7 | 337.50 |
| [32] | Cement | 3.0–9.0 | 0.9 | 9.1 | 911.11 |
| [33] | Cement | 4.8–6.0 | 0.9 | 3.5 | 288.89 | 6% cement + rice husk ash | 1.0–5.0 | 0.9 | 2.9 | 222.22 | 6% cement + lime | 1.0–4.0 | 0.9 | 4.1 | 355.56 |
| [36] | 10% cement + limestone residues | 30–50 | 3.2 | 4.4 | 37.50 |
| [37] | Cement | 5 | 2.36 | 4.16 | 76.27 | Green mussel shell powder | 0–10 | Pig hair fibers | 0–1.0 |
| [18] | Sugarcane bagasse ash | 0–10.0 | 2.3 | 3.8 | 65.22 |
| [10] | Sand | 30 | 11.2 | 18.6 | 66.07 | Rice husk ash | 5.0–15.0 | Lime | 5.0–15.0 |
| [6] | Bagasse fiber (aspect ratio) | (25–125) (1%) | 0.83 | 1.1 | 32.53 | Coconut fiber (aspect ratio) | (25–125) (1%) | 1.07 | 1.35 | 26.17 | Oil palm fiber (aspect ratio) | (25–125) (1%) | 0.96 | 1.14 | 18.75 |
| [21] | Sugarcane bagasse | 0.25–1.0 | 2.1 | 2.82 | 34.29 | Coconut husk | 0.25–1.0 | 2.1 | 2.93 | 39.52 | Oil palm fruit | 0.25–1.0 | 2.1 | 2.95 | 40.48 |
| [35] | Alkali-resistant glass | 0.25–1.0 | 3.5 | 6.87 | 96.29 | Polypropylene | 0.25–1.0 | 3.5 | 9.91 | 183.14 | Banana | 0.25–1.0 | 3.5 | 13.59 | 288.29 | Jute | 0.25–1.0 | 3.5 | 18.04 | 415.43 |
| [38] | Fly ash: rice husk ash | 100 : 0–0 : 100 | 6.5513 | 12.88 | 96.60 |
| [39] | Cement: Clay oil | 1 : 15 | 3.37 | 4.06 | 20.47 | Rice husk ash | 0–20 |
| [40] | Lime | 10 | Not reported | 3.12 | NA | Fly ash | 10–16 |
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