the names used have included: “Time Versus Distance Diagrams” (Gorman 1972);“Linear Balance
Charts” (Barrie and Paulson 1978); “Velocity Diagrams” (Dressler 1980), or “Linear Scheduling
Method” (Johnston 1981; Chrzanowski and Johnston 1986; Russell and Casselton 1988) (Shim et al, 2012). This study will try to introduce a software model on the utilization of LOB scheduling, and evaluate the advantages, benefits, limitations, and implications of applying this scheduling technique in the construction industry through LOB software model. Fayek Aziz and et al., (2014) evaluated the development of smart optimization model in order to support the balance between time, cost and quality simultaneously for mega construction projects. The model was designed to search for the optimal resource utilization plans that minimize construction time and cost while maximizing its quality, and also to make development in three main tasks (Fayek Aziz, 2014).
Zirdan RCC dam was selected as a case study in this research. The verification process was done on Kinta RCC dam reports. The Zirdan dam is modeled via a proper FEM method. The model outputs give the actual temperature, the thermal stresses of each made, and then allows for managing the best time for the production of an RCC layer