Table 1 Cement-to-solid ratio of the NSGs-rich intervals.

From: A study of the effects of early diagenesis on the geotechnical properties of carbonate sediments (North West Shelf, Australia)

Unit

Cement-to-solid ratio

n*

Avg

Min

Max

Paw1

24

0.135

0.05

0.25

Paw2

7

0.286

0.05

0.45

Freycinet

7

0.082

0.025

0.15

Balla Balla

12

0.437

0.2

0.75

Eighty Mile Beach

6

0.292

0.05

0.5

De Grey

2

0.10

0.10

0.10

  1. *Number of thin sections described.
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