The dynamic material properties of stabilised rammed earth materials using cement and calcium carbonate residue

Author:

Liu Kewei1,Walske Megan2,Zhou Mi3,Zhang Xihong2ORCID

Affiliation:

1. School of Resources and Safety Engineering, Central South University, Changsha, China

2. School of Civil and Mechanical Engineering, Curtin University, Perth, WA, Australia

3. South China University of Technology, Guangzhou, China

Abstract

The use of rammed earth (RE) as a construction material has recently received renewed interest due to its sustainability characteristics and potential for low-cost construction. Modern RE includes the addition of a binder to increase its performance. The mechanical performance of stabilised RE particularly the dynamic material properties is still not well understood. During the design life, a structure could experience dynamic loading. It is necessary to properly understand the dynamic properties of stabilised RE for safe applications. In this study, the quasi-static and dynamic material properties of cement and calcium carbonate residue (CCR) stabilised RE are experimentally investigated. The failure of the stabilised RE under different loading rates is investigated. Dynamic increase effect on cement and CCR stabilised RE are studied. The unconfined uniaxial compressive strength (UCS), Young’s modulus of the two types of stabilised RE at different strain rates are quantified. Empirical formulae of dynamic increase factor are derived for engineering application.

Funder

Australian Research Council

Special Fund Project of Six Major Marine Industries in 2022

Publisher

SAGE Publications

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction

Reference43 articles.

1. Life cycle analysis of environmental impact vs. durability of stabilised rammed earth

2. Rammed Earth incorporating Recycled Concrete Aggregate: a sustainable, resistant and breathable construction solution

3. Weathering’s beneficial effect on waste-stabilised rammed earth: a chemical and microstructural investigation

4. Australian Standards (2005). AS1289.2.1.1 - Methods of testing soils for engineering purposes - Method 2.1.1: Soil moisture content tests - Determination of the moisture content of a soil - Oven drying method.

5. Australian Standards (2008). AS 5101.4 - Methods for preperation and testing of stabilised materials - Method 4: Unconfined compressive strength of compacted materials., Method 4: Unconfined compressive strength of compacted materials.

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