Chargement…
Chargement…
by Dakhla Aménagement Team

Durable concrete is not improvised on pouring day — it is designed at the batching stage. The rule comes down to three levers every Moroccan mason knows, or learns the hard way: a water/cement ratio ≤ 0.50, adequate steel cover, and a careful 7-day curing period. Add the choice of cement class to match exposure, and you hold what separates a structure that crosses decades from one that needs repairs within ten years.
The reference service life of a standard structure is 50 years, and 100 years for bridges and major infrastructure. “Durable” therefore does not mean “strong”: a concrete can test very high at 28 days and still age badly, because durability is fought against slow enemies — the CO2 in air, sea salts, soil sulfates — that do not attack compressive strength but the microstructure. A durable concrete is a dense concrete, with fine and disconnected pores, one that protects its steel and resists its environment. It is a matter of mix design and site discipline, not luck.
| Attack | Where it comes from | What you see | The defence |
|---|---|---|---|
| Carbonation | Airborne CO2 penetrating the paste | Steel rusting, concrete cracking along bars | Low W/C, sufficient cover |
| Chlorides | Sea air, seawater, unwashed sea sand | Localised rust with no visible crack at first | Increased cover, low W/C, compliant sand |
| Sulfates | Aggressive soils and groundwater | Swelling, map cracking, spalling | Adapted mix, soil studies |
| Alkali-aggregate reaction | Reactive silica in some aggregates + cement alkalis | Map cracking, expansive gel | Non-reactive aggregates, prior testing |
In Dakhla and along the whole Atlantic coast, the dominant threat is clear: chlorides carried by sea air and salt-laden wind. They can cross a porous concrete within a few years and destroy the steel where the eye sees nothing. This is precisely why cover rules and water/cement ratios are less options here than insurance policies.
Every attack above enters through the same doors: the capillary pores of the concrete. And porosity depends directly on the water/cement ratio — more mixing water means more connected capillaries and more open doors. The practical rule: W/C ≤ 0.50 for exposed concrete, which means about 175 litres of water for 350 kg of cement. The classic site mistake — adding water “so it flows” — is called bleeding: the water rises, leaves capillaries and laitance behind, and both strength and durability collapse at once. The correct answer to a stiff mix is a plasticiser, never a watering can. Our guides on lean concrete dosing and on admixtures cover these settings in detail.
Cover is the thickness of concrete separating the steel from the outside world — the rebar's umbrella. Usual values range from 3 cm indoors to 5 cm in coastal zones or foundations, and they are not achieved by throwing bars into the formwork: spacer blocks hold the steel in position during the pour. One missing centimetre costs years of life: the steel rusts, expands, and bursts the concrete above it — longitudinal cracking along the bars is the classic symptom. On the coast, cover is the cheapest and most profitable gesture of the entire job.
Cement only hydrates if water is available: if the surface dries first, the reaction stops and the paste stays porous. Curing — keeping the concrete wet for 7 days — is not a laboratory luxury: repeated watering, polyethylene sheets, curing compound, or simply sand kept damp on a slab. In Dakhla, the heat + wind combination dries a bare surface within hours: without curing, you manufacture plastic-shrinkage cracks on day one, and a porous skin that chlorides cross like tourists. Our hot-weather concreting guide details watering rhythms suited to the southern climate.
| Situation | Recommended class | Why |
|---|---|---|
| Standard concrete, slabs, masonry | CPJ 45 | Consistency and easy placement |
| Dense reinforced concrete, demanding elements, coastal zone | CPJ 55 | Higher early strength, low-W/C mixes |
| Massive works or severe exposure | Per concrete study | The specifier may call for special-addition cements |
What matters as much as the class is lot-to-lot consistency: a cement that varies between deliveries makes set times, strengths and concrete colour drift. That is what a producer guarantees by delivering with a test certificate per lot, conforming to the Moroccan standard NM 10.1.004 (aligned with EN 197-1): every truck carries its identity, and the site can trace what was poured.
Crushed demolition concrete can become aggregate again: foundation sub-base, backfill, or even aggregate for new concrete in low-demand uses. The benefit is real — less extracted material, less transport, waste given value — and the stream is growing in Morocco as elsewhere. The conditions are just as real: recycled aggregates absorb more water than virgin ones (pre-saturation or water correction required), their cleanliness must be checked (excess fines weaken the paste-aggregate bond), and structural use remains governed by testing. DAM sells cement, not aggregates: if your project includes recycled material, what concerns you on the binder side is simple — a consistent cement, dosed correctly, and a trial mix before pouring.
Four gestures are enough to cancel ten years of good intentions: adding water to ready concrete (every extra 10 litres costs MPa and adds porosity), skipping curing “because the weather is fine” (fine weather is exactly when you should cover), reducing cover to save concrete (the steel will rust instead of you), and overdosing cement “to be safe” (excess binder beyond the useful dosage costs money and can add heat and shrinkage). Durability is a setting, not an accumulation of means.
Our Lassargua grinding plant (500,000 t/year capacity) produces CPJ 45 and CPJ 55 delivered within 24 hours in Dakhla city and the region, with a certificate per lot: binder consistency — chemical regularity, grinding fineness, setting times — is exactly what durable concrete demands first. What we do not do: we do not design your concretes, we sell neither aggregates nor admixtures, and your structure's life also depends on your workmanship. This guide exists so you hold the right settings on both sides.
W/C ≤ 0.50, cover matched to exposure (increased on the coast), 7-day curing without exception, cement class chosen per structure and certified per lot: four decisions taken before pouring that are worth every repair avoided afterwards. Concrete durability is not a line item in a quote — it is the reason you choose a good cement from the start.
Target service life (50 years standard) and actual exposure: coast, aggressive soil, sheltered urban environment — the target drives everything else.
W/C ≤ 0.50 for exposed concrete: about 175 L of water per 350 kg of cement. A stiff mix is fixed with a plasticiser, never a watering can.
3 cm indoors, 5 cm coastal or on foundations, held by spacers — not by luck.
Watering, sheets or curing compound scheduled from strike-off: under heat and wind, a bare surface ruins in hours what should last 50 years.
NM 10.1.004 / EN 197-1 per delivery: the binder's traceability is the concrete's.

CO₂ lowers the concrete's pH, depassivates the rebars and opens the door to corrosion. Phenolphthalein testing, accelerating factors and defence in depth.
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Sea spray and marine air depassivate steel even in alkaline media: pitting corrosion. Critical threshold, transport and layered defence for the Dakhla coast.
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Sulphates attack the cement hydrates and swell the concrete. Soil analysis, density, matched binder — and the honest limit of our range, no SR cement.
Read articleOur team responds within 24h. CPJ 45 on request, CPJ 55 on request. Delivery within Dakhla included.