PROPOSAL OF ANALYSIS METHOD FOR EVALUATING RISK OF FALLING ROCKS DUE TO UNEVENNESS OF TUNNEL FACE

Yasuyuki OKAZAKI; Hisashi HAYASHI; Yudai TSUDA; Daichi TAMURA; Koichi AOKI; Masato SHINJI

doi:10.2208/jscejte.77.1_92

PROPOSAL OF ANALYSIS METHOD FOR EVALUATING RISK OF FALLING ROCKS DUE TO UNEVENNESS OF TUNNEL FACE

Journal of Japan Society of Civil Engineers Ser F1 (Tunnel Engineering) ◽

10.2208/jscejte.77.1_92 ◽

2021 ◽

Vol 77 (1) ◽

pp. 92-97

Author(s):

Yasuyuki OKAZAKI ◽

Hisashi HAYASHI ◽

Yudai TSUDA ◽

Daichi TAMURA ◽

Koichi AOKI ◽

...

Keyword(s):

Analysis Method ◽

Risk Of Falling ◽

Tunnel Face

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Analysis method and design charts for bolt reinforcement of the tunnel face in cohesive-frictional soils

Tunnelling and Underground Space Technology ◽

10.1016/j.tust.2014.10.007 ◽

2015 ◽

Vol 47 ◽

pp. 162-181 ◽

Cited By ~ 34

Author(s):

G. Anagnostou ◽

P. Perazzelli

Keyword(s):

Analysis Method ◽

Tunnel Face ◽

Design Charts ◽

Bolt Reinforcement ◽

Frictional Soils

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Three-dimensional back-analysis method for the mechanical parameters of the new ground ahead of a tunnel face

Tunnelling and Underground Space Technology ◽

10.1016/j.tust.2007.06.006 ◽

2008 ◽

Vol 23 (4) ◽

pp. 373-380 ◽

Cited By ~ 15

Author(s):

M. Hisatake ◽

Y. Hieda

Keyword(s):

Three Dimensional ◽

Back Analysis ◽

Mechanical Parameters ◽

Analysis Method ◽

Tunnel Face

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Comparing the limit equilibrium method and the numerical stress analysis method of tunnel face stability assessment

Geotechnical Aspects of Underground Construction in Soft Ground ◽

10.1201/b12748-62 ◽

2012 ◽

pp. 481-488 ◽

Cited By ~ 2

Keyword(s):

Stress Analysis ◽

Limit Equilibrium ◽

Limit Equilibrium Method ◽

Stability Assessment ◽

Analysis Method ◽

Tunnel Face ◽

Face Stability ◽

Equilibrium Method ◽

Tunnel Face Stability

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Reliability study on shield tunnel face using a random limit analysis method in multilayered soils

Tunnelling and Underground Space Technology ◽

10.1016/j.tust.2018.11.038 ◽

2019 ◽

Vol 84 ◽

pp. 353-363 ◽

Cited By ~ 10

Author(s):

Hong-Zhan Cheng ◽

Jian Chen ◽

Ren-Peng Chen ◽

Guo-Liang Chen

Keyword(s):

Limit Analysis ◽

Shield Tunnel ◽

Analysis Method ◽

Reliability Study ◽

Tunnel Face ◽

Multilayered Soils ◽

Limit Analysis Method ◽

Shield Tunnel Face ◽

Random Limit

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Analysis Method and Design Charts for Bolt Reinforcement of the Tunnel Face in Purely Cohesive Soils

Journal of Geotechnical and Geoenvironmental Engineering ◽

10.1061/(asce)gt.1943-5606.0001702 ◽

2017 ◽

Vol 143 (9) ◽

pp. 04017046 ◽

Cited By ~ 6

Author(s):

P. Perazzelli ◽

G. Anagnostou

Keyword(s):

Cohesive Soils ◽

Analysis Method ◽

Tunnel Face ◽

Design Charts ◽

Bolt Reinforcement

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Risk of Falling Is Higher in Older Men With Low Testosterone

Clinical Endocrinology News ◽

10.1016/s1558-0164(06)70433-3 ◽

2006 ◽

Vol 1 (12) ◽

pp. 13

Author(s):

MARY ANN MOON

Keyword(s):

Older Men ◽

Risk Of Falling ◽

Low Testosterone

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You CAN Reduce Your Risk of Falling

PsycEXTRA Dataset ◽

10.1037/e479242006-010 ◽

2006 ◽

Author(s):

Rhonda Sigel ◽

Keyword(s):

Risk Of Falling

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Nonlinear analysis of electroencephalograms of healthy people during driving test based on symplectic principal component analysis method

PsycEXTRA Dataset ◽

10.1037/e573792014-017 ◽

2014 ◽

Author(s):

Min Lei ◽

Guang Meng ◽

Nilanjan Sarkar ◽

Jing Fan ◽

Josh Wade ◽

...

Keyword(s):

Principal Component Analysis ◽

Nonlinear Analysis ◽

Principal Component ◽

Component Analysis ◽

Healthy People ◽

Analysis Method ◽

Principal Component Analysis Method

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Quality Assurance for Environmental Analysis - Method Evaluation within the Measurements and Testing Programme (BCR)

10.1016/s0167-9244(06)x8001-0 ◽

1995 ◽

Keyword(s):

Quality Assurance ◽

Environmental Analysis ◽

Analysis Method ◽

Method Evaluation ◽

Testing Programme

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Impact of analysis method on anthocyanin content of elderberry products

Planta Medica ◽

10.1055/s-2007-987104 ◽

2007 ◽

Vol 73 (09) ◽

Author(s):

C Chrubasik ◽

T Maier ◽

M Luond ◽

A Schieber

Keyword(s):

Anthocyanin Content ◽

Analysis Method

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