Pavement reconstruction project

  A site investigation was conducted for this project, and a series of important points have been recommended. Also, a way to classify waste was suggested based on what was found in the lab.  

A series of field and laboratory tests were carried out in this project to provide comprehensive suggestions and guidelines, i.e., excavation condition/support, vibration control, footing design, and groundwater condition. 

 The possibility of constructing an access road has been explored based on field observations and investigations at the site. A risk assessment about a possible landslide has also been done, and as a result, the client has been given a number of practical suggestions. 

 Different fieldwork and lab work have been done at this site to classify the whole area according to available guidelines. In addition, some advice has been given to the client for footing design, waste disposal, and site maintenance. 

 Inspecting and sampling excavated material stockpiles for waste classification in accordance with new EPA guidelines for the removal of materials from site. 

 An assessment of potential contamination from past and present activities has been done in this project, and some practical suggestions have been given based on the available requirements. 

 The instability of the slope and possible ways of failure have been assessed in this project, and some solutions have been recommended in the provided report. 

The safe slope was designed in this project by proposing a number of piles below the structure, and the possible safe options for different sections have been discussed in the provided report. 

The  groundwater take assessment  (GTA) was conducted in this project  to provide an estimation of the groundwater inflow volumes that require pumping out during the construction and operational stage of the development, volume rates period during its lifetime assessing and drained basement design. 

Finite Element Analysis is a numerical analysis method to simulate the behaviour of a part of assembly under given conditions such as stress, deformation and bending moment in geotechnical and structural field