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Material profile  ·  Earth-based  ·  Construction & Interior Design

Rammed Earth: Standards, Strength, Thermal Data and Carbon

Sourced data on stabilised and unstabilised rammed earth walls: what building codes say, strength and thermal figures from papers and manufacturer sheets, peer-reviewed carbon studies and two documented projects.

ArchitectsInterior designers

By Pilar Flores· Published October 9, 2026· 12 min read

Rammed earth properties at a glance

Family
Mineral, earth-based (compacted soil with or without a cement stabiliser)
Origin
Soil of clay, silt, sand and a small share of gravel;[15] for the Detmold museum the earth came mainly from a construction pit in Blomberg.[14]
Production
Moist soil is placed in layers in formwork and compacted; layer limits stated are 10–15 cm (BauNetz Wissen), 200 mm (Australian specification) and 8 inches (New Mexico code).[10][4][3] Walls are built in situ or as prefabricated panels.[14][11]
Forms
Monolithic walls in situ; prefabricated panels, typically 25 or 30 cm thick, up to 7.00 m long and 3.0 m high (Lücking);[11] two-leaf walls with an insulation core (Nk'Mip, Sirewall).[13][12]
Thermal conductivity (λ)
Reported 0.46–1.6 W/mK across unstabilised samples in the review's Table 11; 0.523–1.209 W/mK for 12 compacted clay soils.[15][16] We opened no manufacturer λ value for a rammed earth wall.
Density
1,700–2,200 kg/m³ (BauNetz Wissen); 2,100 kg/m³ ± 10 % (Lücking prefabricated wall); 1,490–2,150 kg/m³ for 12 compacted clay soils.[10][11][16]
Reaction to fire
GreenSpec says rammed earth can be classed as non-combustible; a trade-association presentation states earth is generally A1 under DIN 4102-4. We opened no test report.[1][8]
Embodied carbon (A1–A3)
No EPD for a rammed earth wall opened. Peer-reviewed life-cycle studies give percentage comparisons only; see the carbon section.[18][19]
Emissions
We did not open an emissions test report or label for rammed earth.
Moisture behaviour
µ of 9 and 13.3 measured on two batches of a ready-mixed rammed earth (DBU report); the earth-building rules cited there give guide values of 5 to 10.[14]
Certifications seen
None for a rammed earth wall product. Lücking states that design and production follow the Lehmbau Regeln.[11]

Rammed earth is a wall of compacted soil built up in layers inside temporary formwork. It is specified for load-bearing and non-load-bearing walls, for prefabricated wall panels and, in cement-stabilised form, for exterior walls.[10][11][3] The questions that matter are whether the mix is stabilised, which code the wall is designed under, and what the strength, thermal and moisture figures actually refer to.

This guide sets out what the documents we read say. For earth finishes see clay plaster, and for lime renders see lime plaster, rather than a repeat of them here.

What is rammed earth, and how do stabilised and unstabilised walls differ?

Soil mix and layering

A 2026 systematic review describes rammed earth as compacted moist soil (clay, silt, sand and a small share of gravel) in temporary formwork.[15] The New Mexico code adds limits for the soil: no rock over 1½ inches, no clay lumps over ½ inch, free of organic matter, and no more than two percent soluble salts.[3] An Australian specification for a proprietary stabilised-earth formwork system limits organic content to under 2 % and material finer than 0.075 mm to under 20 %.[4]

Layer thicknesses differ by document. BauNetz Wissen, a German architecture information portal, describes earth-moist soil poured in layers 10–15 cm high into a pressure-resistant formwork and compacted with rammers; it adds that there is no setting time, so the formwork can be stripped at once, but loads should only be applied once the wall is fully dry.[10] The Australian specification allows layers of at most 200 mm, compacted within two hours of blending, with forms left in place for 12 hours;[4] the New Mexico code allows lifts of at most eight inches and requires cement-stabilised soil to be placed within 60 minutes of preparation.[3] The architects of the Nk'Mip wall describe 150–200 mm lifts compressed with pneumatic tampers.[13]

Stabilised versus unstabilised

The New Mexico code defines stabilised rammed earth as soil that passes the ASTM D1633-00 wet strength test or contains a minimum of six percent Portland cement by weight; unstabilised soil is the opposite, and its exterior must be protected with an approved stucco system or another method the building official accepts. It also lets fully stabilised walls be left unprotected from the elements.[3] GreenSpec, a UK specification resource, says cement is the most common stabiliser and typically makes up 6 or 7 % of the mix by volume, and says that adding cement (high embodied energy) can compromise the material's environmental credentials.[1] The Australian specification gives 6 % minimum to 10 % maximum cement by volume for gravels, laterite soils and soil blends, and at least 7 % for crushed limestone or sandstone, recycled rubble and reinforced walls, each fixed by a mix design and strength test.[4] The bases differ (weight in one document, volume in the others) and we do not convert between them.

Durability is a central concern. The abstract of Arrigoni and co-authors (2019) states that poor resistance to weathering compromises the durability and acceptance of earthen buildings, and tests fly ash and calcium carbide residue as waste-based stabilisers.[21] Windstorm and Schmidt's peer-reviewed report on contemporary North American practice (abstract read) describes modern stabilised rammed earth as adding steel reinforcement and rigid insulation, designed by licensed structural engineers under concrete or masonry codes.[20]

What do building codes and standards say about rammed earth?

We opened catalogue pages and codes, not paid standards, so each entry below says what we read.

How strong is rammed earth?

Strength depends on the soil, the stabiliser and the test. Bilad and Ikharrazne's 2026 open-access systematic review of 52 publications reports compressive strength of 1 to 2.75 MPa for unstabilised and 1.2 to 9.40 MPa for stabilised rammed earth, tensile strength of 0.16 to 0.38 MPa for unstabilised, and shear strength of 7 to 10 % of compressive strength.[15] GreenSpec gives a maximum of 1 MPa for unstabilised and about 10 MPa for stabilised.[1] The two documents differ, and both are summaries, not test reports.

Specifications set minimums rather than typical values: 300 psi for soil samples in New Mexico, with 200 psi after seven days for stabilised soil,[3] and a characteristic adjusted compressive strength of at least 2.5 MPa in the Australian specification.[4] Lücking's prefabricated wall sheet states compressive strength class 3 without defining the class on the sheet; we have not read the class definition.[11] Moisture also governs loading: in the Detmold research project, laboratory tests found that full loading of the earth walls should wait until they reach equilibrium moisture, and a drying simulation gave about 1.5 years on site to reach the 1.1 to 1.9 mass percent required.[14]

How does rammed earth perform thermally, with moisture and in fire?

Thermal conductivity and thermal mass

The review's Table 11 collects values from other studies: unstabilised samples between 0.46 and 1.6 W/mK in its rows that give ranges (densities 1,700 to 2,400 kg/m³), further single unstabilised values from 0.48 to 1.48, one unstabilised soil at 0.64 and the same soil with 25 % fly ash at 0.52, and soil with 10 % cement at 0.80 and with 7.5 % rice husk ash added at 0.65 W/mK.[15] It adds that conductivity depends on moisture content, grading, stabilisers and additives.[15] A Romanian study of 12 compacted clay soils measured 0.523 to 1.209 W/mK at 1,490 to 2,150 kg/m³ and then modelled heat flow through simulated walls.[16] The review credits rammed earth with high thermal mass,[15] while GreenSpec says its thermal resistance is poor, so external walls need additional insulation, and that the extent of its thermal mass benefit is still being quantified.[1]

Insulated assemblies are the response in several documents: the Nk'Mip wall uses two 250 mm earth leaves with 100 mm of polyisocyanurate between them, which its authors give as about R33,[13] and Windstorm and Schmidt describe rigid insulation placed to form a dense inner layer thermally separated from the exterior.[20]

Moisture, sound and fire

How much carbon is in rammed earth?

We did not find an EPD for a rammed earth wall, so there is no declared A1–A3 figure to quote. The peer-reviewed literature gives comparisons.

These are modelled results for specific mixes and regions, read from abstracts, and are not product declarations. The Detmold report's building-level life-cycle work covers the whole building, not a rammed earth product, so we do not quote it as a material figure.[14]

Where is rammed earth used?

Load-bearing and non-load-bearing walls

Best for: architects

The Detmold museum design uses 60 cm thick rammed earth walls up to eight metres high as load-bearing, bracing interior walls.[14] The Nk'Mip wall is a long non-load-bearing wall, which its authors say was a choice to simplify construction sequencing.[13] Where a render or earth finish is wanted, see clay plaster and lime plaster; the New Mexico code, for its part, lets fully stabilised walls stay exposed.[3]

Insulated external wall assemblies

Best for: architects (envelope)

Because of the thermal resistance issue above, documents we read pair earth with insulation: the Nk'Mip two-leaf wall,[13] and the Sirewall system, which its website describes as compressed local soils around a hidden insulation core.[12] We did not open a test report for either assembly. Sirewall's own pages list Nk'Mip among its projects,[12] while the architects' article we read names Terra Firma Builders as the builder;[13] this profile shows no relationship between the two, and we could not establish one.

Prefabricated panels

Best for: architects · interior designers

Lücking's prefabricated wall sheet gives panels 25 or 30 cm thick (other thicknesses on request), up to 7.00 m long, 3.0 m high and 10 t, delivered on a concrete plinth of at least 15 cm, with production two to three weeks after the order and two to three more weeks of drying before delivery. The sheet states that panels can be used as load-bearing or non-load-bearing walls and as an interior lining.[11] These are the manufacturer's own statements.

Rammed earth in use: two documented projects

Both projects are described in the sources named, and we state only what those sources say.

Suppliers whose documents we read

Companies whose own documents or pages we opened. We could not open product sheets for several other rammed earth specialists.

SupplierProductsCountryDocuments seen
August Lücking (August Lücking GmbH & Co. KG) Prefabricated rammed earth wall panels (Stampflehm-Fertigwand) Germany (German-language sheet; member of the Industrieverband Lehmbaustoffe) Product sheet in the Lücking Produkthandbuch 2026, p. 61.[11][8] No test report, declaration of performance or EPD opened.
Sirewall Rammed earth walls with an insulation core Not stated on the pages we read Company website and Architect's Toolkit page, which lists an architectural pamphlet, texture maps, Revit assets and construction details; we did not open those files.[12] No wall thickness or standard stated on the pages read; the home page gives an R-value range of R30 to R100 (manufacturer statement, no test report seen).

Documents are summarised from company files and pages; confirm with the supplier before specifying. Listing policy: editorial selection, not paid.

Frequently asked questions about rammed earth

What is the difference between stabilised and unstabilised rammed earth?

Stabilised rammed earth has a stabiliser, most often Portland cement, mixed into the soil. The New Mexico earthen building code defines stabilised soil as one that passes the ASTM D1633-00 wet strength test or contains at least six percent Portland cement by weight, and it requires approved protection on the exterior of unstabilised walls. Other documents we read state cement contents by volume, so the figures are not interchangeable.

How strong is rammed earth?

It depends on the soil and the stabiliser. A 2026 systematic review of 52 publications reports compressive strengths of 1 to 2.75 MPa for unstabilised and 1.2 to 9.40 MPa for stabilised rammed earth. The New Mexico code requires soil samples to reach at least 300 psi, and one Australian specification asks for a characteristic adjusted strength of at least 2.5 MPa.

How well does a rammed earth wall insulate?

The studies we read report a wide range of thermal conductivity for solid rammed earth, roughly 0.46 to 1.6 W/mK for unstabilised samples in the review's Table 11. GreenSpec says its thermal resistance is poor and that external walls need added insulation, and the Nk'Mip wall described by its architects puts 100 mm of insulation between two earth leaves.

Which standards and codes cover rammed earth walls?

The documents and catalogue pages we opened include NZS 4297 (New Zealand, scope includes rammed earth), the New Mexico Earthen Building Materials Code (14.7.4 NMAC) and ASTM E2392 (a guide for the design of earthen wall building systems; we read its catalogue entry only). German sources point to the Lehmbau Regeln for rammed earth made on site, and GreenSpec states that there are no UK codes of practice for rammed earth. We could not open the Australian Earth Building Handbook (HB 195).

How much carbon is in a rammed earth wall?

It depends on the mix. A peer-reviewed study of stabilised mixes reports that durable mixes are possible without using environmentally expensive stabilisers. A second study reports 15 percent lower cradle-to-gate emissions than brick veneer for rammed earth with cement, and reductions of 57 percent against brick veneer and 73 percent against cavity brick for mixes with recycled waste and industrial by-products. We did not find an EPD for a rammed earth wall.

The bottom line on rammed earth

Rammed earth is a family of mixes, not one material: whether it is stabilised, which code applies, and how the wall is insulated change the figures that matter. Codes and project specifications hold the minimum strength and cement requirements, peer-reviewed papers hold the comparative carbon and hygrothermal findings, and a manufacturer's sheet holds only that product's values. We found no EPD and no independent emissions or fire report for a rammed earth wall.

Related materials

Sources

  1. GreenSpec, "Rammed earth" (earth and clay section; undated page, read 9 Oct 2026). UK building-specification resource citing Hall & Djerbib (2004), Walker et al. (BRE, 2005) and others. Used for cement share, strength, thermal, fire, carbon and UK regulatory statements. greenspec.co.uk
  2. NBS, "Unstabilised rammed earth", programme page, 2 September 2013 (page read; the programme itself was not watched). Used only for the statement that earth building is relatively rare in the UK and for the UK wall examples it names. thenbs.com
  3. New Mexico Construction Industries Division, 14.7.4 NMAC "2021 New Mexico Earthen Building Materials Code" (PDF from the State Records Center; sections 14.7.4.7, .12 and .14 read; effective 15 Nov 2016, amended 14 Jul 2023). Binding state code. PDF
  4. "Residential Specification (5.00): Monolithic Stabilised Earth Walling" (Stabilform formwork system; Affiliated Stabilised Earth Group), undated, 5 pages, hosted by the Shire of Yalgoo with its tender documents. Industry specification. Used for soil limits, cement by volume, layer thickness, strength minimum and test methods. PDF
  5. Building CodeHub (MBIE, New Zealand), "NZS 4297:1998 Engineering design of earth buildings", catalogue page (read 9 Oct 2026); the standard itself was not read. codehub.building.govt.nz
  6. Earth Building Association of New Zealand, home page section "Revised Earth Building Standards (2024)" (read 9 Oct 2026). Trade-association statement; the Standards New Zealand page returned an access error. earthbuilding.org.nz
  7. ASTM International store, "E2392/E2392M-10 (2016) Standard Guide for Design of Earthen Wall Building Systems", catalogue page (read 9 Oct 2026; marked historical, E2392/E2392M-24 listed as active). The guide itself was not read. store.astm.org
  8. Industrieverband Lehmbaustoffe e.V., "Innovativ und nachhaltig Bauen mit Lehm und Lehmbaustoffen", presentation slides dated 19 March 2025 (38 pages, German; hosted by member Lücking). Trade-association presentation. Used for the list of German earth-building standards and the Detmold quantities. PDF
  9. BauNetz Wissen, "Normen für den Lehmbau" (undated page, read 9 Oct 2026). German architecture information portal. Used for the DIN 18940, 18942 and 18945–18947 descriptions and the editions it lists. baunetzwissen.de
  10. BauNetz Wissen, glossary entry "Stampflehm" (undated, read 9 Oct 2026). Used for the density range, layer height and the loading note. baunetzwissen.de
  11. August Lücking GmbH & Co. KG, "Stampflehm-Fertigwand", Lücking Produkthandbuch 2026, p. 61 (German). Manufacturer data sheet; used only for the figures it states. PDF
  12. Sirewall, company home page and "Architect's Toolkit" page (read 9 Oct 2026). Manufacturer web pages; the toolkit files were not opened. sirewall.com · toolkit page
  13. Haden, B. & Dunlop, B. (Hotson Bakker Boniface Haden Architects + Urbanistes), "Terra Firma", Canadian Architect, 1 March 2007 (article read). Trade-magazine article by two members of the project's architect team (per the page's byline and bio). canadianarchitect.com
  14. LWL / Technische Hochschule Ostwestfalen-Lippe and partners, "ECOsights – Nachhaltiges Museum Detmold", DBU project AZ 35442/02, Abschlussbericht: Kurzfassung Arbeitspakete 1 bis 7 (German, 39 pages, undated; cites web sources retrieved 30 April 2024). Research report funded by the Deutsche Bundesstiftung Umwelt. PDF
  15. Bilad, A. & Ikharrazne, L. (2026). "A descriptive view of rammed earth performance: bibliometric analysis and systematic literature review." Budownictwo i Architektura 25(2):26032 (open access, CC BY 4.0). Bibliographic data checked on Crossref; full text read. doi:10.35784/bud-arch.8520
  16. Petcu, C. et al. (2023). "Thermophysical Characteristics of Clay for Efficient Rammed Earth Wall Construction." Materials 16(17):6015 (open access). Bibliographic data checked on Crossref; abstract read on PubMed Central. doi:10.3390/ma16176015
  17. Hall, M. & Allinson, D. (2009). "Analysis of the hygrothermal functional properties of stabilised rammed earth materials." Building and Environment 44(9):1935–1942. Bibliographic data checked on Crossref; abstract read via Semantic Scholar, full text not accessed. doi:10.1016/j.buildenv.2009.01.007
  18. Arrigoni, A., Beckett, C.T.S., Ciancio, D. & Dotelli, G. (2017). "Life cycle analysis of environmental impact vs. durability of stabilised rammed earth." Construction and Building Materials 142:128–136. Bibliographic data checked on Crossref; abstract read via Semantic Scholar, full text not accessed. doi:10.1016/j.conbuildmat.2017.03.066
  19. Meek, A., Elchalakani, M., Beckett, C. & Grant, T. (2021). "Alternative stabilised rammed earth materials incorporating recycled waste and industrial by-products: Life cycle assessment." Construction and Building Materials 267:120997. Bibliographic data checked on Crossref; abstract read via Semantic Scholar, full text not accessed. doi:10.1016/j.conbuildmat.2020.120997
  20. Windstorm, B. & Schmidt, A. (2013). "A Report of Contemporary Rammed Earth Construction and Research in North America." Sustainability 5(2):400–416. Bibliographic data checked on Crossref; abstract read on IDEAS/RePEc, full text not accessed. doi:10.3390/su5020400
  21. Arrigoni, A., Simoni, G., Dotelli, G., Pelosato, R. & Caruso, M. (2019). "Rammed Earth stabilised with waste materials: a sustainable and resistant solution." IOP Conference Series: Earth and Environmental Science 296:012019 (open access). Bibliographic data checked on Crossref; abstract read. doi:10.1088/1755-1315/296/1/012019
  22. Arrigoni, A., Grillet, A.-C., Pelosato, R. et al. (2017). "Reduction of rammed earth's hygroscopic performance under stabilisation: an experimental investigation." Building and Environment 115:358–367. Title and bibliographic data checked on Crossref only; the abstract and full text were not read. doi:10.1016/j.buildenv.2017.01.034