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A NON-LINEAR BACK-ANALYSIS PROCEDURE FOR SHALLOW TUNNELS EXCAVATED IN UNCONSOLIDATED GROUNDS

机译：在未溶解的理由中挖掘浅隧道的非线性背分析程序

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Mitsugi OKUDA; Toshio ABE; Shunsuke SAKURAI;
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年度 1999
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1. Prevention of the ground subsidence by using the foot reinforcement side pile during the shallow overburden tunnel excavation in unconsolidated ground [J] . Cui Ying, Kishida Kiyoshi, Kimura Makoto Tunnelling and underground space technology . 2017,第MARa期

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2. Discussion on mechanical evaluation of ground pre-improvement method under shallow overburden and unconsolidated ground [J] . 野々村政一, 井浦智実, 崔瑛, Japanese Geotechnical Journal . 2013,第2期

机译：浅表土层和疏松土层下地基预加固方法力学评价的探讨
3. A probabilistic analysis of subsoil parameters uncertainty impacts on tunnel-induced ground movements with a back-analysis study [J] . Miro S., Koenig M., Hartmann D., Computers and Geotechnics . 2015,第jula期

机译：通过反分析研究对地下参数不确定性对隧道诱发地面运动影响的概率分析
4. Study on the Influence of Shallow Excavated Tunnels in Soft Site on Design Ground Motion Parameters [C] . Haiyang Zhuang, Guoxing Chen, Ye Xu International Conference on Earthquake Engineering; 20041019-20; Nanjing(CN) . 2004

机译：软场地浅挖隧道对设计地震动参数影响的研究
5. Interaction between shallow foundations and unlined soft ground tunnels. [D] . Yoo, Chungsik. 1993

机译：浅层地基与无衬砌软土地基隧道之间的相互作用。
6. Microseismic Event Location by Considering the Influence of the Empty Area in an Excavated Tunnel [O] . Pingan Peng, Yuanjian Jiang, Liguan Wang, 2020

机译：考虑开挖隧道空区影响的微震事件定位
7. EVALUATION OF THE PREVENTIVE METHOD FOR GROUND SURFACE SETTLEMENT BY EXCAVATION OF SHALLOW TUNNEL IN UNCONSOLIDATED GROUND [O] . Mitsugi OKUDA, Toshio ABE, Masato SINJI 1999

机译：解除隧道浅隧洞挖掘机地面沉降预防方法的评价
8. Development of Design Procedures for Stabilized Soil Support Systems for Soft Ground Tunneling. Volume I. A Report on the Practice of Chemical Stabilization around Soft Ground Tunnels in England,France and Germany. [R] . clough, g. wayne 1978

机译：软土隧道稳定土支护系统设计程序的开发。第一卷英国，法国和德国软土隧道周围化学稳定实践报告。

A NON-LINEAR BACK-ANALYSIS PROCEDURE FOR SHALLOW TUNNELS EXCAVATED IN UNCONSOLIDATED GROUNDS

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