Back Calculation from Geotechnical Structures Response around Kuala Lumpur

It is well recognized that uncertainties are abundant in geotechnical engineering which may
result in failure of geotechnical structures. Achieving an idealized parameters' literature has
become a form of approach analysis but the accurate determination of soil parameters is
rather difficult. The main focus of this study is to evaluate aspects of computational
geotechnics through inverse analysis to deduce design parameters through correlation with
field monitoring data of various high rise residential developments around Kuala Lumpur,
mainly focusing on soil-structure interaction during Simulation of Basement Excavation and
Construction