Abstract:
The present study was planned to assess the potentiality of replacing clay soil with
rice husk ash (RHA), in manufacturing of compressed earth blocks (CEBs) while
maintaining the required mechanical properties of CEBs. CEBs having the size of
300 mmxl50 mmxl00 mm (length, width and height) were manlrfactured by hydraulic
compacrion at 7 .37 x 1 0e N/m2 using ordinary Portland cement (OPC) and clay soil at 1 : 15
ratio and a commercially available resin adhesive (20 mLkg cement). Six different types
of CEBs were manufactured by replacing 0% (control and B1),5% (82),1.5% (83), 10%
(84), 15% (B5) and 20% (86) of clay soil with RHA. Dry and bulk densities, water absorption,
compressive strength, erosion and acid resistance were tested. Each test was quadruplicated.
The highest compressive strength, the lowest water absorption and acceptable erosion
resistance were recorded fiom B3. Results further revealed that25.7% improvement in
the compressive strength of 83 was achieved compared to B 1. Although all types of CEBs
recorded compressive strength greater than 2.75 N/mm2, indicating that the blocks were
suitable for load bearing walls for one and two story houses and story houses divided into
flat and non-load bearing walls (both external and internal), the results of acid tolerance
revealed that they were more suitable fbr internal walls. As such, the present study recommends
to replace the maximum of 7 5% clay soil with RHA in manufacturing of CEBs for
load bearing and non-load bearing internal walls.
