Titlebook: Current Trends in Geotechnical Engineering and Construction; Proceedings of 3ICGE Mahdi Karkush,Deepankar Choudhury,Jie Han Conference proc

follicular-unit

Identify the Critical Risk Factors at the Tendering Phase in Iraq, importance of critical risk factors in the tendering phase related to Iraq’s construction project. As a rule, construction projects are impacted by risk factors throughout the project life cycle; without identifying and allocating these risk factors, the project cannot succeed. In this paper, the o

reflection

前奏曲

Geotechnical Risk Management. A Case Study of Nablus City, Palestine,n particular. This aim is pursued by reviewing the geotechnical risk management in general and studying the geotechnical situation (procedures challenges, impacts, mitigations, and ground conditions) in the city of Nablus. The methods used in order to meet the objectives are conducting interviews wi

細(xì)頸瓶

Analyzing the Quantity and Cost of the Waste Generated in Construction Projects in Iraq,ffort to manage. It is also one of the commonest causes that harm the environment and requires huge landfill areas. This study analyzes the CDW produced in three different buildings in Diwaniyah city (Iraq), named A, B, and C, with 600, 1200, and 1320?m. respectively. The quantity of waste produced

整潔漂亮

Proposing Risk Responses for Iraqi Petroleum Sector Using Analytic Network Process,to simulate dependencies and feedback between network elements. As a result, the ANP is one of the best approaches for making decisions in sectors where there are established dependencies between higher-level items and lower-level elements. On the other side, risk management plays an important role

Freeze

Investigation of the Deformation of Sandy Soil Near a Laterally Loaded Single Pile Using the Particements and related properties such as particle motions. According to that, the particles should be illuminated to be highly visible and easy to capture the motions. The soil deformation due to a laterally loaded pile is investigated by using the PIV technique. In this study, a special model setup is

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RADE

Current Trends in Geotechnical Engineering and ConstructionProceedings of 3ICGE