ArtSci Entry: Roman Hydraulic (Marine) Concrete

Roman Hydraulic (Marine) Concrete

Introduction

The Romans first used hydraulic, or marine, concrete in coastal underwater structures, probably in the harbors around Baiae (modern day Baia) and Puteoli (modern day Pozzuoli) sometime around the end of the 2nd century BC (Oleson, et al., 2004). The harbor of Caesarea is an example (22-15 BC) of the use of underwater Roman concrete technology on a large scale, for which enormous quantities of pozzolana (or volcanic sand) were imported from Puteoli (Brandon, Hohlfelder, & Oleson, 2008).

Vitruvius, writing around 25 BC in his Ten Books on Architecture, distinguished types of materials appropriate for the preparation of lime mortars. For structural mortars, he recommended pozzolana (pulvis puteolanus in Latin), the volcanic sand from the beds of Pozzuoli, which are brownish-yellow-gray in colour in that area around Naples, and reddish-brown near Rome. Vitruvius specifies a ratio of 1 part lime to 3 parts pozzolana for mortar used in buildings and a 1:2 ratio for underwater work (Vitruvius, 1914).

In addition, evidence of opus reticulatum has been found on concrete cores at a depth of 6m in some areas (Brandon, Hohlfelder, & Oleson, 2008). The most likely reasoning is to protect the concrete core, and as the main issue with reticulatum was the moisture wicking property (which is no longer an issue when underwater), it’s use would have assisted in creating a barrier against wave action, without the crumbling effects found on land.



Historical Materials and Methods

There are 4 ingredients for hydraulic concrete: rock aggregate, lime, pozzolana (volcanic ash/pit sand), sea water.

Vitruvius explains that pit-sand (aka pozzolana) is the preferred sand for concrete, however, river or beach sand is preferred in stucco when it is thoroughly mixed with the mortar, while stone used as the aggregate should be exposed to the elements for at least two years, and should be appropriate for being exposed to water and the elements found within. Travertine, which is a hard load calcium-based stone is good, but will crack when exposed to fire. As such, it is a good option for being used in seawalls and harbors underwater, where the chance of such heat is lessened (Vitruvius, 1914).

Slaked lime is the product of super-heated (1000F) limestone or high-calcium-based seashells. “Lime made of close-grained stone of the harder sort will be good in structural parts; lime of porous stone, in stucco” (Vitruvius, 1914). After slaking the lime (adding sea water until it crumbles into a paste) it is mixed with the mortar made of pozzolana (pit-sand made of volcanic sand/ash). The pozzolana, “when mixed with lime and rubble, not only lends strength to buildings of other kinds, but even when piers of it are constructed in the sea, they set hard under water” (Vitruvius, 1914).

Roman Concrete Construction Technique

The proportions for pit sand to lime is 3:1, and for underwater work- river/beach-sand in a 2:1 ratio (Lechtman & Hobbs, 1986). The third part of river/beach sand, should then be burnt brick (or aggregate) ground fine (Vitruvius, 1914; Department of Civic and Environmental Engineering, University of Wisconsin-Madison, 2023). New research has shown that part of Vitruvius’s methodology may have been missing a step; that of ‘hot-mixing’ (Seymour, et al., 2023).

Hot-mixing meant adding the lime directly to the dry mix, then adding in the water instead of creating a slacked lime slurry (water + lime) and then adding in the additional dry ingredients. Left over, non-incorporated lime pieces would then slowly react to any water infiltration, and in conjunction with the silica and alumina in the pozzolana, would continue the crystallization process (called tobermorite) over time (Seymour, et al., 2023).

Sample Roman concrete core


BAI.2006.03 (08/09) Secca Fumosa pila (Brandon, Hohlfelder, & Oleson, 2008)

“The top of the core was 3.45 m below sea-level, the depth of the core hole was 3.15 m, and the total length of core recovered was 2.9 m. Very uniform concrete with many lime nodules. Generally, resembles the cores we sampled from the experimental pila we constructed in the harbor of Brindisi.”

Harbor construction instructions

(Vitruvius, 1914)


(Brandon, Hohlfelder, & Oleson, 2008)

Five methods were used to place the concrete mix into the water: 1) stakes driven into the ocean floor to create a box which was then filled with the concrete (see instructions above), 2) boxes made on land and filled, then sunk in the ocean, and 3) barges filled and then sunk. The staked option is called a ‘cofferdam’ by Vitruvius, who adds two other methods, the first being 4) a sloping platform being constructed into the water which holds up large concrete blocks. The platform is then removed and the blocks allowed to fall into the sea, creating a layer of large brick-like blocks (Vitruvius, 1914). The fifth 5) option is a double walled cofferdam filled in with concrete creating a pier strong enough to support a tower.

A/S Materials and Methods

Concrete mix

1 part hydrated lime  (1/2 powder and 1/2 clasts)     

2 parts pozzolana            

1 part roughly ground burnt brick            

Seawater to bind into a thick paste.        


Method- concrete

All dry ingredients were mixed together, then the seawater was added until a thick, yet pourable, paste was formed. This was then poured into molds. Small ‘blocks’ were made in a silicone tray that was heated in a dehydrator at 95F for 10-12 hours. A larger ‘block’ was made in a resin mold and placed in the same dehydrator. These became our sample ‘blocks.’

Method- harbor break-away

A plastic container was used for the miniature ‘world.’ Beach sand was added to the container to create our replica land and slope, with a base layer of rock and shells. Large ‘blocks’ were added to re-create method 4 before the sea-water was added, an example of such is found below. 

Results and Discussion

The first two rounds did not have the brick aggregate. All tests used the hot-mix method, with the dry ingredients being mixed before the sea water was added.

Test 1) 1:2; lime clasts: pozzolana

In the first test, lime clasts were included. The resulting blocks crumbled with slight pressure, though lime clasts were able to be seen in the broken bricks similar to the historical sample.


Test 2) 1:2 lime : pozzolana

In the second test, the lime was ground fine before being mixed in. The resulting blocks were more uniform in nature, harder, and showed no lime clasts when broken apart. The texture was smoother, and had a more clay-like slip texture. The top of the large block had calcium crackling. The cross section showed the type of consistency we would expect from a smooth stucco mortar, not concrete.

Test 3) 0.5:0.5:1:2 lime clasts : ground lime powder : brick aggregate : pozzolana

The third test incorporated 1-part lime (half lime clasts/half finely ground lime powder), 1-part crushed brick aggregate (both fine and medium-fine size), and 2 parts pozzolana. These bricks were the strongest of the three tests, with a smooth exterior and good distribution of lime clasts and brick aggregate throughout the sample. Two batches were made, one with small bricks and one with larger blocks. Both were dried in a food dehydrator at 95F for 10-12 hours before being ‘cured’ in salt water for two weeks.

The small bricks held up just fine. The larger block broke apart when added to the seawater as the lime reacted. The mix was remade with more water into the hot mix to allow for the lime to fully slake before being dried and reused. This method allowed for the final product shown. The smaller bricks were used to show the edge of a ‘road,’ leading to the ‘seawall’.

Final model: Dry, top and side view


Final Model: Wet, top and side view



While the large blocks showed calcium hydroxide (lime) skins, they did maintain their cohesion until they were physically snapped in half to create half blocks to fit the tank. Even though these blocks broke under force while being placed within the tank, they blocked water infiltration to the sand in between the 'road' and the 'seawall'.

References

Primary References

Oleson, J. P., Brandon, C., Cramer, S. M., Cucitore, R., Gotti, E., & Hohlfelder, R. L. (2004). The ROMACONS Project: A Contribution to the Historical and Engineering Analysis of the Hydraulic Concrete in Roman Maritime Structures. International Journal of Nautical Archaeology, 33(2), 199-229.

Vitruvius. (1914). Ten Books on Architecture, Book 1 and Book 5 (Vol. 1). (M. Morgan, Trans.) London, UK: Harvard University Press.

Secondary References

Blackmann, D. (1982). Ancient Harbours in the Mediterranean, Part 1. International Journal of Nautical Archaeology, 11, 79-104.

Brandon, C., Hohlfelder, R., & Oleson, J. (2008, April 20). The Concrete Construction of the Roman Harbours of Baiae and Portus Iulius: The ROMACONS 2006 field season. International Journal of Nautical Archaeology. Retrieved from https://web.uvic.ca/~jpoleson/New%20Material/Baia%202006/Baia%202006.htm

Department of Civic and Environmental Engineering, University of Wisconsin-Madison. (2023). Roman Concrete. Retrieved from Ancient Engineering Technologies: https://ancientengrtech.wisc.edu/roman-concrete/

Lechtman, H., & Hobbs, L. (1986). Roman Concrete and the Roman Architectural Revolution Ceramics and Civilization. In W. Kingery (Ed.), High Technology Ceramics: Past, Present, Future. American Ceramics Society (Vol. 3).

Seymour, L., Maragh, J., Sabatini, P., di Tommaso, M., Weaver, J., & Masic, A. (2023, January 6). Hot mixing: Mechanistic insights into the durability of ancient Roman concrete. Science Advances, 9(1). doi:10.1126/sciadv.add1602

Tertiary References

Campbell, P. (2017, December 14). New underwater discoveries in Greece reveal ancient Roman engineering. Retrieved from The Guardian: https://www.theguardian.com/science/2017/dec/14/new-underwater-discoveries-in-greece-reveal-ancient-roman-engineering

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