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Learning

                                                                 16                Earthquake Design
                               Earthquake Tip                                      and

                                                                                   Construction

            How to make Stone Masonry Buildings Earthquake-Resistant?


            Behaviour during Past India Earthquakes             masonry dwellings.  Likewise, a majority of the over
               Stone has been used  in building construction  in   13,800 deaths during 2001 Bhuj (Gujarat) earthquake is
            India since ancient times since it is durable and locally   attributed to the collapse of this type of construction.
            available. There are huge numbers of stone buildings    The main patterns of earthquake damage include:
            in the country, ranging  from rural houses to royal   (a) bulging/separation  of walls  in the horizontal
            palaces  and  temples. In a typical rural stone house,   direction into two distinct  wythes (Figure 2a), (b)
            there are thick stone masonry walls (thickness ranges   separation of walls at corners and T-junctions (Figure
            from 600 to 1200 mm) built using rounded stones from   2b), (c) separation of poorly constructed roof from
            riverbeds bound with mud mortar. These walls  are   walls,  and eventual  collapse of roof, and (d)
            constructed  with stones  placed in  a random manner,   disintegration of walls  and  eventual  collapse of the
            and hence do not have the usual layers  (or  courses)   whole dwelling.
            seen in brick walls. These uncoursed  walls have two
            exterior vertical layers (called wythes) of large stones,
            filled  in between with loose stone rubble and mud
            mortar. A typical  uncoursed random (UCR) stone
            masonry wall is illustrated in Figure 1. In many cases,
            these walls support heavy roofs (for example, timber
            roof with thick mud overlay).
                                     Vertical gap
                       Vertically split                                (a) Separation of a thick wall into two layers
                        layer of wall
                                      Vertically split layer
                                               of wall



                                                Mud mortar


                                               Outward bulging
                                               of vertical wall
                                               layer
                 Half-dressed
                 oblong stones

                                                                   (b) Separation of unconnected adjacent walls at
                                                                       junctions

                                                                 Figure 2: Major concerns in a traditional stone


            Figure 1: Schematic of the wall section of a             house – deficiencies in walls, roof and in their
                traditional stone house – thick walls without         connections have been prime causes for failure.
                stones that go across split into 2 vertical layers.
                                                                Earthquake Resistant Features
               Laypersons  may consider such stone masonry          Low strength stone masonry buildings are weak
            buildings robust due to the large wall thickness  and   against  earthquakes, and should  be avoided in  high
            robust  appearance of stone construction. But, these   seismic zones. The Indian Standard IS:13828-1993
            buildings are one of the most deficient building    states that inclusion of  special earthquake-resistant
            systems from earthquake-resistance point of view. The   design and construction features may raise the
            main deficiencies include  excessive wall  thickness,   earthquake resistance  of these  buildings and reduce
            absence of any connection between the two wythes of   the loss of  life. However, in spite  of the seismic
            the wall,  and use of  round stones (instead of  shaped   features these buildings  may not become totally free
            ones). Such dwellings have shown very poor          from heavy  damage  and even collapse in case of a
            performance during past  earthquakes in India and   major earthquake. The contribution  of the each  of
            other countries (e.g., Greece, Iran,  Turkey, former   these features is difficult to quantify, but qualitatively
            Yugoslavia). In the 1993 Killari (Maharashtra)      these features have been observed to improve the
            earthquake alone, over 8,000 people  died, most  of   performance of stone masonry dwellings during past
            them buried under the rubble of traditional stone   earthquakes. These features include:
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