MaxStrength
Cement for Mass Casting and Soil Stabilization
Environmentally friendly portland slag cement with low heat of hydration and long-term compressive strength development and durability. Has high sulfuric acid resistance and very low chloride penetration in accordance with the needs of mega project development.
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ECO-FRIENDLY
- 38% CO₂ emission reduction compared to OPC cement
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STANDARD REFERENCE
- SNI 8363 : 2017
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USER PROJECTS
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- Natuna Cross Border Post, Riau Islands.
- Makassar New Port, Makassar. South Sulawesi.
- Patimban Port, West Java.
- Kalibaru Port phase 1B, Jakarta.
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TKDN VALUE
- 89.98%
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ADVANTAGES
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- Environmentally friendly
- High Sulfate and Chloride Resistance
- Lower Heat of Hydration (Heat release process during concrete mixing)
- Development of Long Term and Durable Compressive Strength
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APPLICATIONS
- For the needs of mass casting, high-rise buildings, tunnels and soil stabilization on land and at sea
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PACKAGING
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- Jumbo Bag
- Bulk
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MAXSTRENGTH TYPICAL ANALYSIS (COMPOSITE PORTLAND CEMENT)
| QUALITY PARAMETER | UNIT | SNI 8363:2017 |
TYPICAL PRODUCTS | |
|---|---|---|---|---|
| Physical Properties: | ||||
| Compressive Strength: | ||||
| 3 Days | Min | kg/cm2 | 130 | 140 |
| 7 Days | Min | kg/cm2 | 200 | 245 |
| 28 Days | Min | kg/cm2 | 250 | 460 |
| Fineness | Min | m2/kg | - | 380-400 |
| Air Content | Max | % | 12 | 12 |
| Panas Hidarasi 7d | Max | Cal/g | - | Max 60 |
| Heat of Hydration 28d | Max | Cal/g | - | Max 70 |
| Bonding Time: | ||||
| Initial Binding Time (Vicat) | Min | Minutes | 45 | 174 |
| Final Binding Time (Vicat) | Min | Minutes | 420 | 270 |
| Immutability of shape by autoclave | Max | % | 0.8 | 0.04 |
| Shrinkage | Max | % | 0.2 | - |
| Specific gravity | g/cm2 | - | 2.96 | |
| Chemical Properties: | ||||
| SO3 | Max | % | 3.0 | 2.0 |
| Bagian tak larut | Max | % | 1.0 | 0.8 |
Pelabuhan Baru Makassar, Sulawesi Selatan
Pelabuhan Patimban, Jawa Barat
Pos Lintas Batas Negara Natuna, Kepulauan Riau






