To provide a shield machine which facilitates linear control in tunnel excavation and which does not damage natural ground at its start, and a starting method therefor.
The shield machine 1 advances into the natural ground 13, while a slope 19 is excavated by cutter heads 10 of upper and lower cutter portions 2 and 3. Earth covering thickness in the advance of the shield machine 1 into the natural ground 13 is set 0.3 times as large in dimension as the height H of the shield machine 1. Thus, since the self-weight of an earthfill section is greater in magnitude than a frictional force which is generated between the natural ground 13 and the shield machine 1 along with the advance of the shield machine 1 into the natural ground 13, the earthfill section is prevented from swelling by being pulled in the penetration direction of the shield machine 1.
MIKI KEIZO
TSUCHIYA KOSABURO
YOKOMIZO FUMIYUKI
FUKUMOTO KATSUJI
OTA MASASHI
NOMURA KAZUNARI
IZAWA MASAYOSHI
HINO YOSHIJI
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