Thanks again. The client is opposed to anchoring the pipeline using anchor blocks. They suggested we use flowable fill. Have you heard of/done this before? Also, is there a way to calculate the effects on the pipe if no anchors are used at all?
What forces must be considered when attaching a pipeline to an existing bridge? How do you mitigate thermal expansion of the pipe? Are thrust forces a factor? The span is 1200' long. Any help is appreciated.
Thanks