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KVPT’s Patan Darbar Earthquake Response Campaign - Work to Date - September 2016

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of <strong>KVPT’s</strong> <strong>Earthquake</strong> <strong>Response</strong> <strong>Campaign</strong>. Harishankara<br />

will receive many of the same considerations for<br />

reinforcement of plinth and foundations as the Char<br />

Narayan, while needing special attention <strong>to</strong> the open<br />

colonnade of timber pillars surrounding the sanctum at<br />

the plinth level and supporting the lowest roof. <strong>Work</strong><br />

on the Harishankara will provide information on the<br />

additional challenges of the arcaded variation on the<br />

multi-tiered temple type, many of which collapsed in a<br />

similar way in 2015 and will need similar seismic work.<br />

Manimandapas:<br />

Small his<strong>to</strong>ric buildings posing great structural design<br />

challenges<br />

The open timber-pillared building type exemplified by<br />

the Manimandapas was identified as a critical design<br />

challenge for rebuilding because of the difficulty of inserting<br />

vertical reinforcement in an open plan with no<br />

walls <strong>to</strong> conceal it. This model project is treated extensively<br />

in the following section <strong>to</strong> describe in detail the<br />

multiple issues, the creative design process, and the specific<br />

conservation and aesthetic challenges.<br />

As it happens, the Manimandapas (or mandapa - in Nepali),<br />

a pair of small platforms supporting open, arcaded<br />

single-s<strong>to</strong>ry pavilions flanking the entrance <strong>to</strong> the<br />

sunken hiti at the north end of the palace and facing<br />

the Vishveshvara - are an extraordinary and complex<br />

case study. Elements of the patis have been changed over<br />

the centuries, but the four central columns of the south<br />

Manimandapa appear <strong>to</strong> date as far back as the 14th or<br />

13th century. Both mandapa collapsed down <strong>to</strong> their<br />

plinths in the April 25 earthquake, falling <strong>to</strong>ward the<br />

sunken stepwell <strong>to</strong> the east. The project is a res<strong>to</strong>ration<br />

of their damaged columns and a complete rebuilding.<br />

Challenging, diminutive, and yet prominent because<br />

of their his<strong>to</strong>ry and antiquity, the Manimandapas with<br />

their many timber pillars present important conservation<br />

issues. On the one hand, the strategy will have <strong>to</strong><br />

include the modern foundation interventions that are<br />

now de fac<strong>to</strong>/imperative (because responsible solutions<br />

require modern materials) and are the new frontier with<br />

the permitting agency, the Department of Archaeology.<br />

This is where our projects meet the biggest local political<br />

challenge - government resistance <strong>to</strong> soil testing and<br />

explora<strong>to</strong>ry excavation (re: the unexplored palimpsest of<br />

archaeology, which <strong>to</strong> date has never been investigated<br />

in order <strong>to</strong> allow projects <strong>to</strong> proceed)- plus the “no new<br />

materials” mantra that precludes the all-important unified<br />

foundation.<br />

Manimandapas<br />

Manimandapas in 2008 (left) and<br />

after the earthquake on April 25<br />

2015 (right), both structures fully<br />

collapsed leaving damaged plinths<br />

behind after the earthquake.<br />

Pho<strong>to</strong>graphs by Stanislaw Klimek and<br />

Suresh Lakhe, 2008 and April 25, 2015<br />

83

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