Multidisciplinary Geoscientific Studies For The Conservation Of Ajanta Caves
The rock cut caves of Ajanta are located about 104 km from Aurangabad. Belonging to the period from 2nd century BC to 6th century AD, the caves at Ajanta are of Buddhist heritage as Buddhism prevailed as the dominant religion then. The caves fall in two distinct phases; Hinayana followed by Mahayana with a gap of about four centuries. The themes of the caves are religious in nature and revolve around Buddha and the Jatakas - tales about the previous births of Buddha. The caves of the Hinayana period are simple and devoid of ornamentation. Facades and interiors of caves belonging to the Mahayana period show elaborate ornamentation - both in carvings and paintings. Figures of mythological nature predominate this period. Statues of Buddha in various postures are enshrined in these caves. Idolatry was the prevalent practice of the Mahayana period as compared to the simple form of worship of the earlier Hinayana period. After the decline of Buddhism in the region, the caves fell into disuse and lay buried under debris in the jungle clad slopes till 1819, when they were accidentally discovered by Captain Morgan of the Madras Army.
Treatment of Ajanta Caves as suggested by GSI
The natural processes of weathering along with scarp retreat and biotic interference have had a serious deleterious impact on the sculptures and paintings in the caves and its environs. Unstable slopes and seepage are the two major causes of concern while applying conservation methods. On request of the Archaeological Survey of India, the Geological Survey of India undertook a programme of multi disciplinary geoscientific studies comprising topographic survey and geological mapping of 0.46 sq. km area, geophysical surveys, geotechnical studies within and outside the caves; terrestrial stereophotographic studies of vulnerable slopes, seismic risk assessment by micro earthquake studies and environmental impact assessment of the caves and their surroundings.
The caves are excavated in a pahoehoe type of basaltic flow exposed in a 76m high semicircular scarp carved out by the Waghur River which descends beyond the last cave in a water fall with seven leaps known as the 'Sat Kund'. Three flows are exposed in the scarp where the caves are located. The lower flow is of AA type and is exposed in the river bed. A prominent fragmentary zone marks the top of the flow. The middle flow contains the caves and is of pahoehoe type. It consists of 16- 19 sub horizontal flow units. The basal parts of individual units are characterised by pipe amygdules, whereas the top parts exhibit highly vesicular zones with ropy surfaces. The upper flow is of AA type, the massive part of which forms a vertical scarp. The basalt in which these caves are excavated is medium to fine grained, moderately porphyritic, vesicular and is slightly weathered. The vesicles varying in size from 1 mm to 2 cm are mostly rounded and filled with silica, zeolites and green earth material.

The agents of weathering like wind, water, temperature variations, climate, bioorganisms etc, have affected macro as well as micro structures in the rocks, to bring about a gradual deterioration in the rock mass quality. Grade II weathering ( slightly weathered rock) is seen in most of the exposures outside the caves while the rocks inside the caves are generally fresh and unweathered. Patches of moderately weathered basalt are seen in the toe portion of some caves and inter cave zones. The thickness of the weathered rim is 1- 2 m. Accentuated weathering is seen along unit contacts which has led to the destruction of many pillars.

 
Broken facade over Cave 1
 
Displacement of block along crack at Cave 1 verandah
The process of valley formation has been active and the scarp surface has been retreating leading to instability of slopes and widening of the valley: The original entrances to the caves were from the riverbed through a series of rock cut staircases. None of these steps now exist (except for a few steps below cave 17). The outer portions of a few caves have also been destroyed. Thus it is estimated that scarp retreat is of the order of 5-7 m in the last millennium and half, since the caves were excavated. Interior of the caves are relatively stable while the facades and verandahs show varying degree of instability. Most of the cracks observed in the caves are parallel to the scarp slopes except in caves 17,21 & 23 where they are transverse. These cracks are generally restricted to the outer 2 -3m of the caves. The entire scarp between caves 1- 28 forms an unstable slope. The rock mass in the slopes was characterised and zoned using terrestrial stereophotos. The rock mass was classified on the basis of three parameters like relative strength, joint volume / degree of jointing and relative weathering. Approximately 40% of the slope area in and around caves needs to be treated.
 
Trace of unit contact on crown of verandah of Cave 1
  Valley relief cracks outside Cave 3
Seepage of water in the caves is restricted to the outer 2 -3m portion of the caves. Surface run off flowing down the slope permeates into the cracks causing seepage. Some water seepage is because of surface water roll back due to surface tension. Most of the paintings on walls up to a height of 2m have been completely lost suggesting anthropogenic interference. Similarly sculptures below 2m have lost details and in many cases the original form. Proper management and control of surface water would help in reducing the problem of water seepage. The measures listed below will provide for better control of surface water.
  • Improvement of existing drains by providing fresh lining wherever required, embedding the drains in fresh bedrock and at places increasing the gradient.
  • Extension of the incomplete drains.
  • Lining of nalla beds adjacent to caves 14,15,17,20,21,23,24,27 & filling up of all wide open joints to stop infiltration of water by making them impervious.
The following measures amongst others have been suggested to preserve the caves in a pristine environment.
  • Parking lot for vehicles should be shifted at least 1 km away. Provision of Electric / CNG buses from that point onwards.
  • Generators now situated in cave 8 should be shifted away and above the caves. Disallowing burning of firewood & coal in the vicinity of the caves.
  • Arrangements for providing clean & potable water.

For conservation of the caves the following treatment measures have been suggested.

  • Repairing and water proofing of the existing drains and nalla beds on the slope over the caves.
  • Construction of contour drainage and diversion of collected waters through connecting drains to the main nallas.
  • Geosynthetic cover at places on the rock slope to prevent seepage. Polymer coating of the rock surfaces at places to arrest weathering.
  • Provision of drainage holes in the saturated zone, shotcreting of the gaps creating over hangs.
  • Shotcreting and rock bolting of facades.
  • Re-erection of damaged pillars to bear load where necessary.
  • Toe support below caves (particularly below caves 1,2,17 and 22).
  • Strengthening of distressed pillars by micro stitching, encasement or epoxy/ polymer grouting.
  • Sealing of the rock / RCC interface area (cave 21).
  • Removal of boulders from the slopes over the caves. Fixation of detached boulders by chain link and shotcreting at place.
  • Fresh shotcreting after removal of old gunited layers.
  • Removal of big trees located directly above the caves.
  • Improvement of the concealed channel on crown of back aisle of cave 1.
Existing storm water drains over caves
Existing storm water drains over caves
Valley relief cracks in left wall of courtyard of cave 4
Work done by Central Region, Geological Survey of India, Nagpur

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19th July, 2005