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After many mix design trials for 1-year at different approved quality control lab in Jeddah - using different sources of natural pozzolana, OPC cement type i, ii and iii cement and IP cement-,

 I got the highest strength and highest workability in  History form local natural pozzolana within at 1 and 3 days. These American mix design had type ii cement and low w/c ratio.

I had the following results for cube strength design of 32 MPa (28 days) and 400 kg of total cement

 ALT D-32 MPA

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After many mix design trials for 1-year at different approved quality control lab in Jeddah - using different sources of natural pozzolana, OPC cement and IP cement-, I had the following results for cube strength design of 40 MPa (28 days) and

total cement  > 400 kg

 RED D-40 MPA

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DR MOHAMMED ALHAJ HUSSEIN RESULTS FOR NEW MIX DESIGN OF SAUDI GREEN CONCRETE (20%, 50% and 70% NP). The design strength was 40 MPa at 28 Days.

These mixes had used

FINE NATURAL POZZOLANA

(ASTM C-618 TYPE N - M40

+ OPC (ASTM C150 = AASHTO M85 TYPE II). (C3S <50% AND C3A =7%)

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 The slump for HVNP 50% was 230mm and 190mm
at 0 min. and 60min., respectively. Whilst

the slump for HVNP 70% was 240mm and 200mm at 0 min. and 60min., respectively.

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New Trial Mix for green concrete in Saudi

(50% fine powder of Saudi natural pozzolana +

50% Type ii cement )

Slump and Cube Strength Results 

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New Trial Mix for green concrete in Saudi

(70% fine powder of Saudi natural pozzolana +

30% Type ii cement )

Slump and Cube Strength Results