Archaeological Investigation and Risk Assessment for the Conservation and Management of Ta Nei Temple in Angkor, Cambodia (Part II)
The Tokyo National Research Institute for Cultural Properties has been carrying out technical cooperation with the Authority for the Protection and Management of Angkor and the Region of Siem Reap (APSARA) in order to draft a conservation and management plan for Ta Nei Temple in Cambodia. From November 28th through December 8th, 2017, we conducted an archaeological investigation and a risk assessment for the structures at Ta Nei Temple for the second time.
The main purpose of the archaeological investigation was identifying the remains of the east approach to the temple located at its front and the remains of a structure situated on the upper surface of the embankment of the East Baray reservoir discovered during the first investigation in July. The excavation was conducted jointly with staff from APSARA and with the cooperation of the Nara National Research Institute for Cultural Properties.
First, we set up and excavated a trench 2 m wide from east to west and 5 m long from north to south, approximately 50 m to the east of the east gate. We discovered a hardened surface, presumably the old approach to the temple, 70 cm beneath the current ground surface. The hardened surface was composed of yellow soil covering a layer of small sandstone gravel 5 mm in size overlapped on a layer of fist-sized sandstone cobbles.
In addition, we set up and excavated a trench 11 m long from east to west and 1 m wide from north to south on the embankment of the East Baray on the prolongation of this approach way. We found a laterite stone surface 30 cm beneath the current ground surface (Figure 1). Considering the surrounding topography and the distribution of exposed laterite, these remains can be presumed to form part of a terrace structure approximately 20 m long from east to west and 15 m wide from north to south.
Regarding the risk mapping of the site, we examined how to renew the existing temporary supports. Wooden supports had been installed in 16 places where there were safety concerns such as potential collapse of main structures, including the central tower, the east tower, and the inner gallery. However, apart from obstructing the view of the site, these supports are in need of renovation, as in the 20 years that have passed since their installation decay of timber members and loosening of joints have become apparent. Thus, we observed and recorded the current condition of these supports, and studied improvement proposals including a change to a more durable material and the adoption of a design enabling fine adjustment.