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contributor authorMohamed Hegab
contributor authorGary R. Smith
contributor authorOssama M. Salem
date accessioned2017-05-08T20:44:58Z
date available2017-05-08T20:44:58Z
date copyrightJune 2006
date issued2006
identifier other%28asce%290733-9364%282006%29132%3A6%28598%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25809
description abstractAs the need for utility service line replacement or repairs with minimum disruption to the surface have increased, so has the demand for trenchless excavation methods, in particular, microtunneling. Microtunneling is a trenchless technique that is used to install new pipelines. Microtunneling can be applied in gravity and pressure lines, permanent ducts for cables, and crossings under rails or roads. When bidding a microtunneling project, the main concern of microtunneling contractors is predicting the underground behavior of the machine. In other words, the productivity of microtunneling is the key to profit in microtunneling projects. Contractors generally predict approximate productivity based on experience, which risks cost estimation accuracy for microtunneling projects. Contractors lack a productivity model that helps them to predict driving time. This paper is a part of a series of papers covering the productivity of microtunneling projects. This paper focuses on predicting the penetration time of the microtunneling machine.
publisherAmerican Society of Civil Engineers
titleSoil Penetration Modeling in Microtunneling Projects
typeJournal Paper
journal volume132
journal issue6
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/(ASCE)0733-9364(2006)132:6(598)
treeJournal of Construction Engineering and Management:;2006:;Volume ( 132 ):;issue: 006
contenttypeFulltext


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