Abstract:
The Cargo Offloading Facility is an essential strategic project for the expansion of oil fields. The Cargo Offloading Facility is located along the quay and represents
a special reinforced concrete surface supporting large cranes needed to unload both bulky and
general cargo. According to the design drawings, the Cargo Offloading Facility construction
site was planned by installing precast concrete joint piles. Investigation of the interaction of
precast concrete joint piles used for the first time on construction site in Kazakhstan with
complex soil conditions. In this paper the joint piles with the cross section of 400x400 mm and
with pin-joined connection were considered and their interaction with the soil of Western Kazakhstan will be analyzed. Evaluation of bearing capacity of PCJP by interpretation methods
of field test data, computational methods using the APILE analysis computer program and
the Kazakhstan stand-ard, as well as a dynamic PDA (pile driving analyzer) method while
piles driving.
