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

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4. Wood Rot and Rising Damp<br />

Description<br />

Many typical Newar structures were either originally<br />

constructed using, or underwent alterations that resulted<br />

in, details that do not properly address issues of protecting<br />

superstructures from rot or rising damp.<br />

Issues<br />

In most traditional Newar structures, the lack of dampproof<br />

course, or vapor barrier, allows moisture <strong>to</strong> easily<br />

penetrate the lower portions of the building. This is<br />

one of the most problematic issue with these traditional<br />

structures. Due <strong>to</strong> this issue, the lower sections are deteriorated<br />

and weakened by rot and water damage. Deterioration<br />

of materials from moisture damage can significantly<br />

affect their ability <strong>to</strong> absorb lateral or seismic<br />

forces, with weakened brick crushing or crumbling and<br />

with weakened wood experiencing shear failure at a very<br />

premature stress level.<br />

In some cases, such as in various pātī structures, there<br />

was originally a void beneath wooden floors <strong>to</strong> allow<br />

ventilation and <strong>to</strong> reduce risk of rising damp in interior<br />

walls and columns. In some cases, these details were altered<br />

at some point and the voids were filled in, accelerating<br />

the deterioration of materials.<br />

Options for Seismic Strengthening<br />

To improve protection against water damage in collapsed<br />

structures, a damp proof course can be installed<br />

within the foundations <strong>to</strong> restrict rising damp from<br />

penetrating up in<strong>to</strong> the structure. This method is variable<br />

in its implementation, and largely based on project-<br />

and site-specific conditions. The foundation conditions<br />

largely dictate where the damp proof course can be<br />

placed. Additional measures should also be taken within<br />

the superstructure, such as copper sheeting <strong>to</strong> provide a<br />

barrier where timber building elements are located adjacent<br />

<strong>to</strong> masonry walls. This aids in preventing water<br />

infiltration between building elements.<br />

Top<br />

A typical timber column experiencing<br />

wood rot at its base from a<br />

damp plinth.<br />

Middle<br />

Efflorescence, or salt formation, on<br />

the face of bricks that is caused by<br />

cyclical rising damp that permeates<br />

the porous bricks and evaporates,<br />

leaving any traces of salts and other<br />

minerals on the face of the brick.<br />

This movement of water through<br />

the masonry accelerates deterioration.<br />

The water running up<br />

through the brick breaks down the<br />

brick and erodes the clay mortar.<br />

Bot<strong>to</strong>m<br />

Rotten wood at the plinth level,<br />

around the base of timber columns.<br />

This wood detail was likely implemented<br />

during an intervention.<br />

Improper detailing allowed standing<br />

water <strong>to</strong> collect and permeate<br />

the wood, resulting in extensive<br />

wood rot.<br />

59

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