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contributor authorYanlong Chen
contributor authorHideki Shimada
contributor authorTakashi Sasaoka
contributor authorKikuo Matsui
contributor authorKoichi Araki
contributor authorDai Watanabe
date accessioned2017-05-08T21:58:05Z
date available2017-05-08T21:58:05Z
date copyrightAugust 2015
date issued2015
identifier other%28asce%29ps%2E1949-1204%2E0000158.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67658
description abstractThe chemical grouting method presented in this paper can restore the position of a pipeline by precisely and rapidly reinforcing the failed pipeline foundation. The method can also improve the meandering and sagging conditions of a pipeline. A case study found that the method is an effective, rapid, and precise trenchless restoration technology for pipeline position restoration. Moreover, discussion results are presented of some patterns of injection tests that were conducted in the laboratory to determine the relationship between the types of grout material and the soil permeability. According to the experimental results, the grout is injected into the lower permeable soil primarily by fracture grouting. Additionally, numerical analysis was conducted by using finite-element analysis software, and the outcome showed that this numerical analysis can be used as an assessment method for predicting the vertical displacement of a pipeline after applying the chemical grouting pipeline position restoration method.
publisherAmerican Society of Civil Engineers
titleApplication and Pipeline Vertical Displacement Analysis of Chemical Grouting for Pipeline Position Restoration Method
typeJournal Paper
journal volume6
journal issue3
journal titleJournal of Pipeline Systems Engineering and Practice
identifier doi10.1061/(ASCE)PS.1949-1204.0000110
treeJournal of Pipeline Systems Engineering and Practice:;2015:;Volume ( 006 ):;issue: 003
contenttypeFulltext


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