施工過程を考慮した浅層トンネル掘削技術の開発
施工過程を考慮した浅層トンネル掘削技術の開発
批准号:
12555141
负责人:
NAKAI Teruo
金额:
$8.13万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
2000
资助国家:
日本
项目状态:
已结题
起止时间:
2000 至 2002
中文摘要
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英文摘要
Exploitation of underground space is vital to develop and/or redevelop the urban area. To make the underground space, tunneling methods such as shield tunnel and NATM have been often employed in urban area, instead of cut and cover methods, because of the restriction of environmental aspects and usage of ground surface and others. Urban tunnels usually are constructed in the shallow depth of the ground and sometimes have large cross-section. In the construction of such tunnels, we should pay much attention to the ground movement including surface settlements and the damage to the existing buildings as well as the earth pressure on the tunnels.This research has been carried out to investigate the ground movements and the earth pressures during shallow tunneling and devise proper and economic tunneling methods in urban area. For this purpose, we carried out elastoplastic unite element analyses in which the mechanical behavior of soils structures and interface between soil and structure a … More re properly taken into consideration, together with the corresponding model tests. Main contents of the present research can be summarized as follows :● Investigate the influence of soil cover on surface settlements and earth pressure due to tunnel excavation considering the ground as green field● Investigate the effects of existing super structures (building loads) in tunnel excavation.● Verify the response of different loading levels of existing super structure on ground deformation due to shallow tunnel excavation.● Investigate the influence of excavation sequences m surface settlements and earth pressure in case of large cross section and two or more parallel tunnels.● Characterize three-dimensional effects of tunnel excavation on surface settlements and earth pressure.● Simulate the advance of tunnel excavation process along the excavation direction in sequential way.The results of the present research will be published as two journal papers in "Soils and Foundations" of the Japanese Geotechnical Society (JGS) in near future. Less
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T.Nakai et al.: "Influence of existing building load on the deformation and earth pressure of ground due to tunneling"Proc.of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. (投稿中). (2005)
T.Nakai 等:“现有建筑荷载对隧道变形和土压力的影响”第 16 届国际土壤力学和岩土工程会议论文集(2005 年)。
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通讯作者:
栗本知生: "2次元浅層トンネル掘削実験とその解析"第37回地盤工学研究発表会. 2. 1673-1674 (2002)
栗本智雄:《二维浅埋隧道开挖试验及其分析》第37届岩土工程研究会议2. 1673-1674(2002)。
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H.M.Shahin, T.Nakai, M.Hinokio, D.Yamaguchi: "3D effects on pressure and displacements during tunnel excavations"Soils and Foundations. (accepted for publication). (2004)
H.M.Shahin、T.Nakai、M.Hinokio、D.Yamaguchi:“隧道开挖过程中压力和位移的 3D 效应”土壤和地基。
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T.Nakai, M.Hinokio, H.M.Shahin, T.Sada: "Earth Pressures and Surface Settlements in Shallow Tunnels with Large Cross-Section"Proc.of 12th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Singapore, August. 879-882 (2003)
T.Nakai、M.Hinokio、H.M.Shahin、T.Sada:“大横截面浅层隧道中的土压力和地表沉降”第 12 届亚洲土壤力学和岩土工程区域会议会议记录,新加坡,8 月。
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通讯作者:
T. Nakai et al.: "Earth pressure and ground movements due to tunneling-model tests and analyses"Proc. of IS-Kyoto2001. 1. 153-158 (2001)
T. Nakai 等人:“隧道模型测试和分析引起的土压力和地面运动”Proc。
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共 27 条
Consistent modeling of time-dependent bahavior from normally consolidated soil to overconsokidated and naturally deposited soils
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批准号:15K14033
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项目类别:Grant-in-Aid for Challenging Exploratory Research
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资助金额:$2.5万
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财政年份:2015
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负责人:NAKAI Teruo
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依托单位:
Study on a departure from 1948 model in geotechnical engineering
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批准号:25289144
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$11.48万
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财政年份:2013
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负责人:NAKAI Teruo
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依托单位:
Schematization of constitutive models for geomaterials and coherent prediction of the deformation and failure on ground behaviors
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批准号:22360184
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$11.9万
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财政年份:2010
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负责人:NAKAI Teruo
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依托单位:
Investigation of 3D deformation and failure mechanism of ground in excavation problems and development of efficient design systems
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批准号:17360224
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$10.7万
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财政年份:2005
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负责人:NAKAI Teruo
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依托单位:
IMPORTANCE OF SOIL DILATANCY AND 3D EFFECTS IN BRACED EXCAVATION BPROBLEMS AND ITS APPLICATION TO STRESS-DEFORMATION ANALYSIS
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批准号:14350257
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$7.94万
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财政年份:2002
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负责人:NAKAI Teruo
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依托单位:
Constitutive models for geomaterials considering induced anisotropy and density of soils and their application, to bearing capacity problems of foundation under various loading conditions
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批准号:12650492
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$2.3万
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财政年份:2000
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负责人:NAKAI Teruo
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依托单位:
Stress-deformation behavior of ground under excavation and development of new design methods
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批准号:10555165
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$3.07万
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财政年份:1998
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负责人:NAKAI Teruo
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依托单位:
Constitutive model for soil considering induced and inherent anisotropy
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批准号:04650437
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项目类别:Grant-in-Aid for General Scientific Research (C)
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资助金额:$1.28万
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财政年份:1992
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负责人:NAKAI Teruo
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依托单位:
Elasto-viscoplastic constitutive model for clay in three-dimensional stresses and its application to practical problems.
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批准号:61550355
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项目类别:Grant-in-Aid for General Scientific Research (C)
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资助金额:$1.28万
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财政年份:1986
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负责人:NAKAI Teruo
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依托单位:
海外基金