Treffer: SIMULATING THE GROUND FREEZING PROCESS:: A DECISION SUPPORT MODEL.
Weitere Informationen
This paper describes the development of a decision support computer model to aid ground freezing on construction and civil engineering projects. The methodology examined three pragmatic considerations of the ground freezing process. These are: (i) risk analysis (to determine data and information required to utilize risk models); (ii) finite element analysis for ground freezing (to obtain appropriate freeze pipe sizes and determine distances between pipes for reducing the duration of the freezing process); and (iii) linear programming (to derive optimum cost with respect to excavation length and ice-wall thickness). These pragmatic considerations were then applied to field studies in order to test model validity. In combination, the decision support model developed demonstrated novelty specifically for cost estimating and planning ground freezing works. Greater "practitioner" understanding and consequently, wider utilization of the models presented could therefore translate as cost optimization of the ground freezing process. The paper concludes with directions for future research work that aims to: (i) apply the algorithms employed to other temporary works methodologies; (ii) optimize the cost specification of ground freezing using linear programming applied to "live" financial data; and (iii) transpose the research into a user-friendly software package. [ABSTRACT FROM AUTHOR]
Copyright of Journal of Construction Research is the property of World Scientific Publishing Company and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)