Numerical analysis and geomonitoring of behaviour of foundation of Abu-Dhabi Plaza in Nur-Sultan
Аннотации
In similarity to every civilization in history originated from the riverside, the city of
Nur-Sultan, which the new capital of Kazakhstan developed around the Ishim River. During
the last 25 years, many high-rise buildings supported by pile foundations are rising in NurSultan. The paper presents the monitoring of development for the unique residential building of
310 m high with 4-story underground parking. The pile raft foundation (for block R) analyses
had designed using Geocthenical soft, which can assess in precise of the deformations, occurs
in soil. In the paper presidents, method monitoring raft foundations for block R, the height of
this block R is 320 meters. Design of distributed fibre optic strain sensing system (DFOSS) has
been employed for measuring the strain in civil engineering structures for over a decade. It is
now harnessed worldwide for monitoring a wide range of structures slab pile foundation.
Geotechnical monitoring data of adjacent building and utility systems settlement caused by the
construction of presented high-rise buildings were compared to numerical modelling results,
predicted, and permissible values.
Finally, the raft foundation recommended for future high-rise buildings constructed of NurSultan city on complex soils.