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A Case Study in Uttarakhand, Northern India - Geological & Mining ...

A Case Study in Uttarakhand, Northern India - Geological & Mining ...

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Table 3.8: Percentage of safe houses <strong>in</strong> different villagesFrame StructuresNOV NHS NHSE NUS PSArtola 2 1 1 50Barish<strong>in</strong>a 1 0 1 0Chitai 1 0 1 100D<strong>in</strong>a Pani 1 0 1 0Falseema 1 0 1 0Gadoli 1 0 1 0Matila 1 0 1 0Paper Sali 2 2 2 10010 3 9 303.1.3c Comparison of study regionsThere is a significant difference <strong>in</strong> the numbers for earthquake-safe load-bear<strong>in</strong>gand frame structure build<strong>in</strong>gs between Rudraprayag and Almora. Overall, 67 % ofconstructions built by PSI tra<strong>in</strong>ed masons are safe as opposed to only 30 % forhouses built by masons without PSI tra<strong>in</strong><strong>in</strong>g (Table 3.9). The evaluation of the<strong>in</strong>terviews with masons <strong>in</strong> both areas support the premise that tra<strong>in</strong><strong>in</strong>g is necessary<strong>in</strong> all forms of construction practice <strong>in</strong> the state. Repeated tra<strong>in</strong><strong>in</strong>g <strong>in</strong> <strong>Study</strong> Area Aand <strong>in</strong>itiation of such tra<strong>in</strong><strong>in</strong>g programmes <strong>in</strong> <strong>Study</strong> Area B is therefore strictlyrecommended.Table 3.9: Overall comparison of earthquake-safe houses <strong>in</strong> <strong>Study</strong> Areas A and B<strong>Study</strong> Area A – Rudraprayag <strong>Study</strong> Area B – AlmoraPercentage safePercentage safeLoad-bear<strong>in</strong>g 57.14 Load-bear<strong>in</strong>g 30.77Frame Structure 74.19 Frame Structure 30.00Total 67.31 Total 30.43The Role of NGOs <strong>in</strong> Disaster Mitigation and Response – A <strong>Case</strong> <strong>Study</strong> <strong>in</strong> <strong>Uttarakhand</strong>, <strong>Northern</strong> <strong>India</strong> 67

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