This site uses cookies, as explained in our terms of use. If you consent, please close this message and continue to use this site.
Before the earthquake, only two of the 96 houses in Dhungentar were constructed with permanent materials. The rest were built with traditional non-durable construction materials and mud as a binding material. The absence of bands in the sill, lintel, and gable and the lack of proper bonding in the load-bearing wall lent poor structural integrity to the houses. Consequently, all houses except one were fully damaged by the earthquake.
ICIMOD’s pilot demonstration project in Dhungentar promoted the adoption of interlocking compressed stabilised soil blocks (CSSBs) for the construction of disaster-resilient houses and toilets in Dhungentar. Interlocking CSSBs are composed of a mixture of soil and sand compressed using a manual or motorized press machine and further stabilised with cement. This technology was approved by the National Reconstruction Authority (NRA), Government of Nepal (GoN), in March 2017.
The need for reconstruction aid in Dhungentar is highlighted by the fact that the highest annual income is NPR 300,000/household. Accordingly, with technical support from Innovative Design Concern (INDECO), the project provided the following support modality:
However, this technology was not imposed upon the beneficiaries. While aid was provided for 54 houses using the CSSB technology, 36 houses used the reinforced cement concrete (RCC) technology, which is more prevalent throughout Nepal.
"My sewing machine was damaged during the earthquake. I got by the past few years tying a stick to prop it up, but last month the wheel stopped working. I need to take it to its hospital! I can’t really afford its repair. I didn’t have anything to build my life after the earthquake..." - Hari Pariyar, Archale
Beneficiaries eschewing the CSSB technology were not entitled to CSSBs or aid for toilet construction. A separate agreement was arranged with such beneficiaries for the disbursement of support from the project.
Due to exceptional circumstances, three households were given dispensation and were fully funded by the project. Ram Bahadur Sunar in Mathillo Dhand (given his wife’s mental health disability), Nani Maya Sunar in Archale (given her status as a cancer patient), and Til Kumari Sunar (on account of her being a widow living alone) were given this special consideration.
Why Interlocking CSSBs?
The interlocking CSSB technology was developed by Habitech Center—a research and development centre at AIT Solutions, Asian Institute of Technology, Thailand—and has been applied to post-disaster reconstruction in countries across the world, such as Thailand, Myanmar, and Pakistan. This technology ensures earthquake resilience through the use of horizontal and vertical reinforcement (rebar, cement, horizontal bands) in strategic points, creating an interlocked structure. For more details on the block production process, please check the Livelihoods and Enterprise Development section.
Given the Dhungentar community’s vulnerability to disasters and low economic status, interlocking CSSBs are particularly suited for reconstruction in the settlement. These blocks are cost-effective as they utilise locally available soil. Further, CSSBs do not require highly skilled labour for production or construction. This capacity for local production generates employment opportunities and opens up the possibility of establishing a local enterprise.
Compared with RCC, interlocking CSSBs present some advantages that are particularly suited to Dhungentar’s needs and capacities.
“We weren’t prepared for the earthquake. The project built my house. I couldn’t put much money into it. I didn’t help in the construction either because I was working as a mason in Battar. I get better pay there...” - Bharat Sunar, Archale
Despite the apparent advantages over RCC, only around 59% of the reconstructed houses in Dhungentar adopted the interlocking CSSBs. A total of 34 households persisted with the latter for the reconstruction of their houses, even forgoing the CSSBs distributed for house and toilet construction. In consideration of the needs and aspirations of beneficiaries, houses constructed with the RCC technology were also supported by the project in the form of construction materials and labour equivalent to NPR 200,000.
The prevalence of the RCC technology in Nepal and the perception of safety associated with it were major factors for the construction of RCC houses. Despite creating awareness on the benefits of the CSSB technology, there was also a degree of distrust in the adoption of a new technology. In addition, beneficiaries with greater spending capacity preferred more freedom in determining the size and design of their house.
According to household size, land availability, and investment capacity, beneficiaries opting for CSSB houses could select their preferred house design from seven architectural drawings: Type 1 (217 Sq. ft.), Type 2 (279 sq. ft.), Type 3, 3A, 3B (409.78 sq. ft.), 3 extra (494 sq. ft.) and Type 4 (284 sq. ft.).
Since these fixed designs are single-storey houses with two to four rooms, beneficiaries also preferred RCC because it allowed for the possibility of future expansion.