In pipe jacking operations, the prediction of jacking forces has been the subject of several studies. Many established jacking force models are based on the strength properties of the negotiated soils or rocks during ...
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ISBN:
(数字)9780784484982
ISBN:
(纸本)9780784484982
In pipe jacking operations, the prediction of jacking forces has been the subject of several studies. Many established jacking force models are based on the strength properties of the negotiated soils or rocks during jacking. The application of these models is useful during the planning for pipe jacking construction. However, such models have limited use during the construction stage when decisions are made based on pipe jacking operation parameters, that is, jacking speed, lubricant, slurry pressure, etc. The influence of pipe jacking operation parameters on jacking forces is not well quantified. This gap could present adverse risks to construction progress, particularly in the highly weathered "soft rocks" encountered in the Tuang Formation underlying the central business district of Kuching, Malaysia. To assist in modelling pipe jacking operation, deep learning approaches have been widely deployed due to its powerful capability of feature learning. Therefore, an interesting question is raised: are we able to absorb the knowledge gained from neural networks to help reduce the decision-making gap in pipe jacking operations between the construction and planning phases? To this end, this paper proposes the use of gated recurrent units (GRUs) with an attention-based mechanism for providing insight into the decisions made on operation parameters during pipe jacking. A case study will be presented to demonstrate the visualization of attention utilized by the deep learning model towards the operation parameters. The findings showed that the input features (i.e., operation parameters) shifted throughout the drive. At the initial sections of the drive, more attention was directed towards operation parameters related to the micro-tunnel boring machine (mTBM) face. Subsequently, the attention was shifted to the cumulative operation parameters with progressive pipe jacking. The findings from this paper have the potential to help pipe jacking specialists identify and quantify
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Ataie-Ashtiani, B. and Najafi-Jilani, A., 2007. A Higher-order Two-dimensional Boussinesq Wave Model. Journal of Coastal Research, SI 50 (Proceedings of the 9th International Coastal Symposium), 1183 – 1187. Gold Co...
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Ataie-Ashtiani, B. and Najafi-Jilani, A., 2007. A Higher-order Two-dimensional Boussinesq Wave Model. Journal of Coastal Research, SI 50 (Proceedings of the 9th International Coastal Symposium), 1183 – 1187. Gold Coast, Australia, ISSN 0749.0208A two-dimensional Boussinesq-type model is presented accurate to O(µ)6 , µ = h0/l0, in dispersion and all consequential order for non-linearity with arbitrary bottom boundary, where h0 is the water dept. and l0 is the characteristic wave length. The mathematical formulation is an extension of (4,4) the Padé approximant to include varying bottom boundary in two horizontal dimensions. A higher order perturbation method is used for mathematical derivation of the presented model. A two horizontal dimension numerical model is developed based on derived equations using the Finite Difference Method in higher-order scheme for time and space. The numerical wave model is verified successfully in several checks such as wave transition over an arbitrary bottom and the accuracy of numerical results in all cases are acceptable.
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Real world signals, being analog by nature requires analog signal processing. But unfortunately analog domain still lacks of good research on analog EDA tool. Therefore, developing systematic synthesis methodology is ...
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