|
| Reference | Origin and sampling depth | Peat classification | Stabilizer | Stabilization method | Curing method and curing period |
|
| [7] | Banting, Bukit Changgang and Dengkil, Selangor | H4–H7 | OPC 5–15% | Compaction with MDD and OMC | Water curing 7, 14, 28 days |
| 0.5–1 m | lime 5–25% |
|
| [9] | Kampung Jawa, Malaysia | H4–H5 | OPC 15, 30, 50% and polypropylene fibers 0.1, 0.15, 0.25% (of natural wet soil) | Amount additive added is percentage additive of wet soil hand-mixed | Air-curing 28, 90, 180 days |
| 0.05–0.6 m |
|
| [10] | Kampung Sri Nadi, Klang, Selangor Darul Ehsan, Malaysia | H4 | Cement and slag 300, 250, 200 kg/m3 (25–75%, 50–50%, 75–25%) + 950 kg/m3 siliceous sand | Amount additive added is percentage additive of wet soil mixer mixed | Water curing with pressure 9 kPa 7, 14, 28 days |
| 1 m |
|
| [11] | Sri Nadi Village, Klang, Selangor, Malaysia | Fibrous peat | 300 kg/m3 binder + 25% sand, w/o and w/4% accelerator (of wet soil mass) | Amount additive added is percentage additive of wet soil | Water curing with pressure 100 kPa 7 days |
| OPC specially manufacture cement: Walcrete, Avancrete, Phoenix, Mascrete | Kitchen mixer mixed |
| Cement accelerator: Sodium chloride and calcium chloride |
|
| [12] | Matang, Sarawak, Malaysia | H3–H4 | OPC 5–40% | Compaction with MDD and OMC | Water curing 7, 14, 28 days |
| 0.4–0.8 m | FA 5–30% |
| QL 2–8% |
|
| [13] | Matang, Sarawak | H3 | OPC 5–20%, quick lime 5–20%, fly ash2-8% (of soil dry mass) | Compaction with MDD and OMC | Water curing |
| 0.4–0.8 m | 7, 14, 28 days |
|
| [3] | Tropical peat | H4 | 85% cement, 15% bentonite (5%, 10%, 15%) | Compaction with MDD and OMC | Water curing 7 and 14 days |
|
| [14] | Kp Tumbuk darat, Sepang, Selangor, Malaysia | H5–H6 | 10, 20, and 40% OPC (of soil dry mass) | Compaction with MDD and OMC | Air-curing 3 and 28 days |
| 1 m |
|
