In this paper, a new method for the construction of bridge piers using precast prestressed concrete (PPC) panels as formwork is proposed in order to increase the efficiency of construction. Scaled down experiments were performed to check the feasibility of the proposed method. Experiments were carried out on six different reinforced concrete column specimens. These experiments were performed to check whether the PPC panels acted as an integral part of the structure due to good bonding between panels and core concrete. Load-displacement behavior, crack pattern and other experimental data were analyzed and the experimental results compared with numerical simulations to check the effectiveness of the construction method. It was interesting to observe that the use of panels did not create any weakness in the structural behavior of the specimen and can be used effectively for the construction of bridge piers. (C) 2001 Elsevier Science Ltd. All rights reserved.