Papers - CUI Ying
about 80-
65 ( 2 ) 101596 - 101596 2025.3 [Reviewed]
Authorship：Corresponding author Language：English Publishing type：Research paper (scientific journal) Single Work
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Microscopic investigation of the occurring process of contact erosion
Li, YB; Yu, G; He, L; Cui, Y
SOILS AND FOUNDATIONS 65 ( 1 ) 2025.2 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Sui, HT; Asaba, K; Sakai, K; Miyanaga, S; Cui, Y
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 156 2025.2 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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INVESTIGATION OF THE TIME-DELAYED DEFORMATION MECHANISM OF TUNNEL FROM PERSPECTIVES OF SOIL STRUCTURE
50 2024.1 [Reviewed]
Authorship：Corresponding author Language：English Publishing type：Research paper (scientific journal) Joint Work
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Visualization of Internal Characteristics of Soil Structures Based on Transparent Soil Technology
Guo Yu, Ying Cui, Jianmei Chang
International Journal of Civil Engineering 2025.3
Authorship：Corresponding author Language：English Publishing type：Research paper (scientific journal) Single Work
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Sui, HT; Asaba, K; Sakai, K; Miyanaga, S; Cui, Y
INTERNATIONAL JOURNAL OF REMOTE SENSING 2025.2 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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EFFECTS OF TUNNEL EXCAVATION ON EXISTING MASONRY STRUCTURES
KAMBA Mao, KIKUMOTO Mamoru, CUI Ying, YABUMOTO Atsushi
Japanese Journal of JSCE 81 ( 1 ) n/a 2025 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japan Society of Civil Engineers Joint Work
<p> In this study, model tests were conducted on a masonry structure model to investigate the mechanical effects of a shallow tunnel excavation on a neighboring masonry structure. Tunnel excavation was simulated by lowering a trapdoor, and the relative horizontal position of the masonry structure and tunnel, overburden height, and the shape of the masonry wall were varied to observe the deformation of the masonry structure and the reaction of the surrounding ground. The results showed that the effect of tunnel excavation on the masonry structure is governed by the lateral spacing between the masonry and tunnel: a) Excavation in the ground of the front side of the masonry causes deformation in the form of masonry sinking and overturning; b) Excavation directly under the masonry causes deformation so that the masonry sinks vertically down with the ground; and c) Tunnel excavation on the backfill side of the masonry wall causes deformation in the ground, including the masonry, where a circular-slip surface is generated in the ground including the masonry.</p>
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Ali, U; Kikumoto, M; Ciantia, MO; Cui, Y; Previtali, M
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING 150 ( 9 ) 2024.9 [Reviewed]
Language：The in addition, foreign language Publishing type：Research paper (scientific journal) Joint Work
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Distribution Characteristics of Tunnel Point Cloud Obtained by Terrestrial Laser Scanning
Haitong Sui, Ying Cui
Proceedings of the 18th Conference of the Associated Research Centers for the Urban Underground Space 2024.7
Language：English Publishing type：Research paper (international conference proceedings) Single Work
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トンネル掘削の石積構造物への影響に関する実験的検討
樺 真緒，菊本 統，崔 瑛，薮本 篤
岩盤力学に関するシンポジウム講演集 50 2024.1
Language：English Publishing type：Research paper (scientific journal) Single Work
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Observation of the effect of soil-structure boundaries using transparent soil technology
Yu, G; Li, YB; Cui, Y; He, L
PROCEEDINGS OF THE 8TH INTERNATIONAL SYMPOSIUM ON DEFORMATION CHARACTERISTICS OF GEOMATERIALS, IS-PORTO 2023 544 2024 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Sawamura Yasuo, Konishi Kai, Cui Ying, Kishida Kiyoshi
Japanese Geotechnical Society Special Publication 10 ( 60 ) 2453 - 2458 2024
Language：English Publishing type：Research paper (scientific journal) Publisher：公益社団法人 地盤工学会 Joint Work
<p>Pre-ground improvement is an auxiliary method for shallow overburden tunnels in which the tunnel excavation is performed after improving the ground on top of the tunnel with/without sides by the replacement method and/or the cement mixing method. Although it has been confirmed in previous studies that pre-ground improvement enhances the tunnel face stability and reduces the settlement of the ground surface during the tunnel excavation, the seismic behavior of tunnels with pre-ground improvement has not been fully investigated. In this study, a two-dimensional elasto-plastic finite element analysis is performed on an actual reinforced concrete shallow overburden tunnel with a ground improvement. The damage of the reinforced concrete tunnel during earthquakes is discussed in detail. </p>
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Micromechanical observation of kinematics of sheared circular discs
Ali, U; Kikumoto, M; Cui, Y; Ciantia, M; Previtali, M
PROCEEDINGS OF THE 8TH INTERNATIONAL SYMPOSIUM ON DEFORMATION CHARACTERISTICS OF GEOMATERIALS, IS-PORTO 2023 544 2024 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Enhanced sand strength through low-density polyethylene reinforcement
Balani, DMP; Kikumoto, M; Cui, Y
CONSTRUCTION AND BUILDING MATERIALS 409 2023.12 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Characteristics of point cloud distribution using terrestrial laser scanning in tunnel
Haitong Sui, Kensuke Asaba, Kazuo Sakai, Syuntaro Miyanaga, Ying Cui
ACCUS 2023 Singapore 2023.11 [Reviewed]
Authorship：Corresponding author Language：English Publishing type：Research paper (international conference proceedings) Single Work
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Importance of Periodic Boundaries or Frictionless Walls in Simulating Elementary Response of Angular Particles
Usman Ali, Mamoru Kikumoto, Matteo Oryem Ciantia, Marco Previtali, Ying Cui
VIII International Conference on Particle-Based Methods (PARTICLES 2023) 2023.11 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Single Work
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AN INVESTIGATION OF DEGRADATION CHARACTERISTICS IN MUDSTONE SAMPLES FROM DEFORMED TUNNELS
33 Ⅰ- 8 2023.11 [Reviewed]
Authorship：Corresponding author Language：Japanese Publishing type：Research paper (scientific journal) Single Work
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Enhanced sand strength through low-density polyethylene reinforcement
Balani Diana Maria Paynor, Kikumoto Mamoru, Cui Ying
Construction and Building Materials 409 2023.10 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Publisher：Elsevier Science Ltd. Joint Work
The current study examined the impact of incorporating low-density polyethylene (LDPE) on the behavior of sand through consolidated-drained triaxial tests. The tests varied parameters such as percentage addition and inter-particle void ratio. Results showed that the peak strength of LDPE-mixed sand increased by roughly 40% for 1.5% to 2.0% LDPE content compared to unreinforced specimens. However, peak strength decreased with further increases in LDPE content beyond 2.0%. Thus, LDPE content of 1.5% to 2.0% was identified as the optimal mass percentage for increasing sand strength. The shear stiffness of the LDPE mixed sand also decreased by 25-35% compared to unreinforced samples. The study attributed strength variation and stiffness reduction of sand mixed with LDPE to friction characteristics between sand particle-to-sand particle, sand particles-to-LDPE, and LDPE-toLDPE, and microscopic observations of the specimens. Although low-friction LDPE reduced initial stiffness, peak strength increased due to the pullout resistance of LDPE sheets across potential shear bands. However, excessive LDPE addition caused pronounced overlapping of LDPE sheets, leading to a decrease in frictional properties and a reduction in strength.
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Observation of the effect of soil-structure boundaries using transparent soil technology
Guo Yu, Yubo Li, Ying Cui, Lei He
Proceedings of the 8th International Symposium on Deformation Characteristics of Geomaterials 2023.9 [Reviewed]
Authorship：Corresponding author Language：English Publishing type：Research paper (scientific journal) Single Work
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Discussion on the characteristics of the TLS point cloud measured in circular tunnel
Haitong Sui, Kazuo Sakai, Syuntaro Miyanaga, Ying Cui
Japan Society of Civil Engineers 2023 Annual Meeting 2023.9
Authorship：Corresponding author Language：English Publishing type：Research paper (research society, symposium materials, etc.) Single Work
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Micromechanical observation of kinematics of sheared circular discs
Usman Ali, Mamoru Kikumoto, Ying Cui, Matteo Oryem Ciantia, Marco Previtali
8th International Symposium on Deformation Characteristics of Geomaterials (IS-PORTO 2023) 2023.9
Language：English Publishing type：Research paper (international conference proceedings) Single Work
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Ali Usman, Kikumoto Mamoru, Ciantia Matteo, Cui Ying, Previtali Marco
GRANULAR MATTER 25 ( 3 ) 2023.8 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Constitutive model of expansive soft rock considering cementation and swelling nature
Hiroyuki Kyokawa, Mamoru Kikumoto, Ying Cui
Smart Geotechnics for Smart Societies 2023.8 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Single Work
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Ali Usman, Kikumoto Mamoru, Ciantia Matteo, Previtali Marco, Cui Ying
GEOTECHNIQUE 74 ( 13 ) 1609 - 1621 2023.6 [Reviewed]
DOI Web of Science CiNii Research
Language：English Publishing type：Research paper (scientific journal) Publisher：Emerald Joint Work
<jats:p> The effect of particle shape on micro and macroscopic behaviour is investigated experimentally through a series of biaxial compression tests on round and angular rods. Dual-size assemblies of thousands of circular (round) or hexagonal (angular) particles were sheared under three confining pressures. The displacement, rotation and evolution of coordination number of all the particles during the shearing process were identified through image analysis. The macroscopic results show that the angular assemblies exhibit higher strengths and dilations. Angular particles tend to be more dilative and have higher critical state strengths. The microscale features show that the magnitude of particles' rotation is higher in circular assemblies. Particle rotations are normally distributed within both samples. However, rotating clusters are observed in angular samples. Angular particles are more resistant to rotations due to interlocking and clustering, causing higher strength at the macroscale. The absolute mean cumulative rotation for the circular assemblies at the end of shearing was approximately twice that of the angular assemblies. In circular assemblies, small particles rotate almost twice as much as big particles, which initiates a ball-bearing effect that further contributes to strength reduction. Particle rotation further governs the average coordination number, with hexagonal aggregates having higher coordination numbers. </jats:p>
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Role of particle rotation in sheared granular media
Ali Usman, Kikumoto Mamoru, Cui Ying, Ciantia Matteo, Previtali Marco
ACTA GEOTECHNICA 18 ( 9 ) 4599 - 4614 2023.3 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Yasuo Sawamura, Kai Konishi, Ying Cui, Kiyoshi Kishida, Makoto Kimura
Tunnelling and Underground Space Technology 132 2023.2 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Single Work
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Time-dependent impact of expansive soil location on tunnels
Saqib, A; Liu, CJ; Cui, Y
PROCEEDINGS OF THE ITA-AITES WORLD TUNNEL CONGRESS 2023, WTC 2023 3289 - 3296 2023 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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Experimental investigation of long-term degradation of mudstone
Liu, JL; Tanbara, H; Cui, Y
PROCEEDINGS OF THE ITA-AITES WORLD TUNNEL CONGRESS 2023, WTC 2023 2046 - 2053 2023 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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YASUDA Naotoshi, CUI Ying
Journal of JSCE 11 ( 1 ) n/a 2023
Language：English Publishing type：Research paper (scientific journal) Publisher：公益社団法人 土木学会 Joint Work
<p> The estimation of tunnel deformation from the change in the profile is expected to improve the efficiency of inspection. This paper considers the applicability of a tunnel deformation estimation from a point cloud adopting elliptic Fourier analysis. Tunnel deformation is estimated from the difference in the Fourier series representations of the outline before and after deformation. The deformation of a Shinkansen tunnel calculated in the numerical analysis is estimated to evaluate the method’s accuracy. The numerical results show that the estimation of the normal displacement is highly reliable, with the estimation error being roughly proportional to the measurement error. The estimated displacement fluctuates around the true value. In contrast, the reliability of the estimation of the tangential displacement tends to be low because this displacement does not contribute to the change in the outline. The estimation error increases rapidly with the measurement error, and the estimated displacement tends to be independent of the true value. The proposed estimation method is applicable even when the outline is not closed.</p>
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Comparison of the applicability of TLS and MMS for cross-section measurement of tunnel lining
32 I-27 2022.11 [Reviewed]
Authorship：Corresponding author Language：Japanese Publishing type：Research paper (scientific journal) Single Work
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楕円フーリエ変換を用いたトンネル覆工変状評価の試み
松永 拓望，崔 瑛，坂井 一雄，宮永 隼太郎
土木学会第77回年次学術講演会 2022.9
Authorship：Corresponding author Language：Japanese Publishing type：Research paper (research society, symposium materials, etc.) Single Work
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細粒分流出に伴う砂質土の保水性の変化に関する検討
劉 長建，崔 瑛
土木学会第77回年次学術講演会 2022.9
Authorship：Lead author Language：Japanese Publishing type：Research paper (research society, symposium materials, etc.) Single Work
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Deformation estimation of a circular tunnel from a point cloud using elliptic Fourier analysis
Naotoshi Yasuda,Ying Cui
Tunnelling and Underground Space Technology 125 ( 2022 ) 1 - 12 2022.5 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Single Work
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Impacts of surrounding ground stiffness comprising expansive soils on long term stability of tunnels
Saqib Ashraf, Ying Cui
ITA-AITES World Tunnel Congress 2022 2022.5 [Reviewed]
Authorship：Corresponding author Language：English Publishing type：Research paper (international conference proceedings) Single Work
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Validation of DEM using macroscopic stress-strain behavior and microscopic particle motion in sheared granular assemblies
Usman Ali, Mamoru Kikumoto, Mamoru Kikumoto, Ying Cui
15th World Congress on Computational Mechanics (WCCM-XV) and 8th Asian Pacific Congress on Computational Mechanics (APCOM-VIII) 2022.1 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Single Work
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Time-dependent strength and expansion evaluation of expansive soils
Saqib Ashraf and Ying Cui
2021 Fall Meeting, AGU, 2021.12
Authorship：Last author, Corresponding author Language：English Publishing type：Research paper (international conference proceedings) Single Work
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Consideration of the influence of 3DLS measurement method on cross-section measurement of tunnel lining
31 I-33 2021.11 [Reviewed]
Authorship：Last author, Corresponding author Language：Japanese Publishing type：Research paper (scientific journal) Single Work
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Review of visualisation methods of studying the seepage mechanism in fractured rocks
He Lei, Xiao Huaiguang, Cui Ying, Liu Songyue, Chen Jian
GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES 7 ( 4 ) 2021.11 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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Model tests for evaluating the impacts of expansive soils on the long-term stability of tunnels,
Saqib Ashraf, Zhenqing Liu, and Ying Cui
AC 2020-One Toronto Conference Canada 2021.10 [Reviewed]
Authorship：Last author, Corresponding author Language：English Publishing type：Research paper (international conference proceedings) Single Work
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Shaking table test on the influence of the weak zone on the seismic response of the tunnel background soil
Saddy Ahmed, Ying Cui
Proceedings of the EVACES 2021 2021.9 [Reviewed]
Authorship：Last author, Corresponding author Language：English Publishing type：Research paper (international conference proceedings) Single Work
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3DLS点群データの合成におけるターゲット選定方法の検討
浅羽絢介，坂井一雄，宮永隼太郎，谷卓也，崔瑛
土木学会第76回年次学術講演会 76 2021.8
Authorship：Corresponding author Language：Japanese Publishing type：Research paper (other science council materials etc.) Single Work
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中空円形断面を有する地中 RC構造物の経年劣化に伴う破壊モード
范 舒， 崔 瑛，青木 宏明，前川 宏一
コンクリート工学年次論文集 2021.7 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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3DLS の測定方法がトン ネル覆工の断面計測に与える影響の考察
崔 瑛
トンネル工学報告集 31 2021 [Reviewed]
Language：The in addition, foreign language Publishing type：Research paper (scientific journal) Single Work
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中空円形断面を有する地中 RC構造物の経年劣化に伴う破壊モード
崔 瑛
コンクリート工学年次論文集 43-1 568 - 537 2021 [Reviewed]
Language：The in addition, foreign language Publishing type：Research paper (scientific journal) Single Work
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Failure Mode of Deteriorated Underground RC Structure with Hollow Circular Cross-section
S Fan, Y Cui and K Maekawa
2020 International Conference on Civil, Architectural and Environmental Engineering (ICCAEE 2020)At: Christchurch, New Zealand 2020.12 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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Experimental study on the effect of localized weak zones on the seismic behavior of shallow tunnels
Saddy Ahmed, Takuya Kobata, Ying Cui
ITA-AITES World Tunnel Congress 2020 2020.9 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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An Experimental Study on the Effect of Soil-Structure Interface on the Occurrence of Internal Erosion
Min-koan Kim, Qian He and Ying Cui
Proceedings of the First International Conference on Embankment Dams 2020.6 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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A theory of loosening earth pressure above a shallow tunnel in unsaturated ground
Fang Xu, Kikumoto Mamoru, Cui Ying
International Journal for Numerical and Analytical Methods IN GEOMECHANICS 44 ( 10 ) 1495 - 1508 2020.3 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Publisher：Wiley Joint Work
A theory is proposed to evaluate the loosening earth pressure (vertical earth pressure after excavation) acting on a shallow tunnel in unsaturated ground with an arbitrary groundwater level. The theory is developed based on the limit equilibrium theory, combining soil-water characteristic curves, Mohr-Coulomb failure criteria, and effective stress for unsaturated soils. The proposed theory is applied to predict the vertical distribution of loosening earth pressure in unsaturated ground, which shows a significant difference from that in saturated ground. In unsaturated ground, suction contributes to the increase in effective loosening earth pressure and shear resistance. The remarkable effects of groundwater depth, soil type, and scale of overburden height and trapdoor width on loosening earth pressure are also revealed. Based on the soil-water characteristic curve, the degree of saturation decreases, which causes wet density to decrease and the total and effective loosening earth pressures to have contrary tendencies. Moreover, effective loosening earth pressures vary with soil type as the degree of saturation varies. The total loosening earth pressures are, however, very similar regardless of soil type, because wet density and shear resistance have similar tendencies. The proposed theory provides a valid model for loosening earth pressure in unsaturated ground that will be useful for shallow tunnel excavations.
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A theory of loosening earth pressure above a shallow tunnel in unsaturated ground
Fang Xu, Kikumoto Mamoru, Cui Ying
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS 44 ( 10 ) 1495 - 1508 2020.3 [Reviewed]
DOI Web of Science CiNii Research
Language：English Publishing type：Research paper (scientific journal) Publisher：Wiley Joint Work
<jats:title>Summary</jats:title><jats:p>A theory is proposed to evaluate the loosening earth pressure (vertical earth pressure after excavation) acting on a shallow tunnel in unsaturated ground with an arbitrary groundwater level. The theory is developed based on the limit equilibrium theory, combining soil–water characteristic curves, Mohr–Coulomb failure criteria, and effective stress for unsaturated soils. The proposed theory is applied to predict the vertical distribution of loosening earth pressure in unsaturated ground, which shows a significant difference from that in saturated ground. In unsaturated ground, suction contributes to the increase in effective loosening earth pressure and shear resistance. The remarkable effects of groundwater depth, soil type, and scale of overburden height and trapdoor width on loosening earth pressure are also revealed. Based on the soil–water characteristic curve, the degree of saturation decreases, which causes wet density to decrease and the total and effective loosening earth pressures to have contrary tendencies. Moreover, effective loosening earth pressures vary with soil type as the degree of saturation varies. The total loosening earth pressures are, however, very similar regardless of soil type, because wet density and shear resistance have similar tendencies. The proposed theory provides a valid model for loosening earth pressure in unsaturated ground that will be useful for shallow tunnel excavations.</jats:p>
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内部侵食に伴う砂質土の保水性の変化に関する検討
加藤開， 崔瑛
第55回地盤工学研究発表会 2020
Authorship：Last author, Corresponding author Language：Japanese Publishing type：Research paper (other science council materials etc.) Single Work
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盤ぶくれを生じたトンネルの周辺地山の膨潤特性に関する検討
池田 慧生，崔 瑛，菊本 統
第55回地盤工学研究発表会 2020
Authorship：Corresponding author Language：Japanese Publishing type：Research paper (other science council materials etc.) Single Work
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SOIL-WATER-AIR COUPLED FINITE DEFORMATION SIMULATION OF MODEL TEST ON SEEPAGE FAILURE OF LEVEE
YOSHIKAWA Takahiro, NODA Toshihiro, KODAKA Takeshi, CUI Ying
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) 75 ( 2 ) I_379 - I_388 2019.12 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japan Society of Civil Engineers Joint Work
<p>Due to heavy rain in northern Kyushu in July 2012, failure of the Yabe River levee occurred, caused by local piping in highly permeable foundation ground, and it was a great shock when river engineers and researchers realized that levees can collapse without overflow. Regarding the Koyoshi River levee slope slip and the Kakehashi River levee slope failure that occurred in July 2013, it is also considered that the damage was the result of highly permeable foundation ground. In this paper, to clarify the seepage failure mechanism of river levee with highly permeable foundation ground, numerical simulations of model tests were conducted using a soil-water-air coupled finite deformation analysis code. As a result, the simulation was able to reproduce the difference between the case when the seepage failure occurred and the case when the seepage failure did not occur in the experiment. In addition, using this analysis code, case studies were conducted and the influence of introducing suction effect to elastoplastic constitutive model on seepage failure behavior was also discussed.</p>
Other Link： https://ci.nii.ac.jp/naid/130007795453
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Theory of loosening earth pressure on a shallow tunnel in unsaturated ground
Xu Fang, Mamoru Kikumoto and Ying Cui
Proc. 16 ARC ATC 2019.10
Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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A consideration of river embankment slip failure caused by seepage-induced foundation ground weakening
Takeshi Kodaka, Kyu-Tae. Lee and Ying Cui
Proc. 16 ARC ATC 2019.10 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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Soil-Water-Air Coupled Finite Deformation Simulation of Model Test on Seepage Failure of Levee
Yoshikawa Takahiro, Noda Toshihiro, Kodaka Takeshi, Cui Ying
NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan 65 ( 0 ) 423 2019 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Publisher：National Committee for IUTAM Joint Work
<p>A soil-water-air coupled elastoplastic finite deformation simulation of a seepage model test is conducted. In the model test, the foundation ground has a sand layer with relatively higher permeability covered with another sand layer with relatively lower permeability. The simulation can well reproduce time and place of the boiling phenomenon in the ground. In addition, slip failure of the levee body can be simulated better when introducing suction effect into the elastoplastic constitutive equation. The soil element on the slip surface showed softening behavior with plastic volume expansion.</p>
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The role of dilatancy in shallow overburden tunneling
Muhammad Shehzad Khalid, Mamoru Kikumoto, Ying Cui, Kiyoshi Kishida
Underground Space 2018.11 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Seismic behavior of shallow NATM tunnels excavated in improved ground
Yuki Yahagi, Kiyoshi Kishida, Makoto Kimura, Yasuo Sawamura and Ying Cui
Proc. of ITA-AITES World Tunnel Congress 2018 2018.5 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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2011年東北地方太平洋沖地震の余震時の補強土壁における補強材の支圧抵抗と摩擦抵抗の動態観測
武藤裕久, 神谷隆, 長沼明彦, 小高猛司, 崔瑛, 中野正樹, 野田利弘
土木学会論文集C（地圏工学） 73 ( 4 ) 311 - 329 2017.10
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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Mechanical properties of bentonite-sand composite material used as a buffer material of nuclear waste repository
Janaka J. Kumara, Takeshi Kodaka, Ying Cui
19th International Conference on Soil Mechanics and Geotechnical Engineering 2017.9 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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consideration of the failure mechanism of river levees due to water seepage based on model tests and soil-water-air coupled finite deformation analysis
Takahiro Yoshikawa, Takeshi Kodaka, Ying Cui
19th International Conference on Soil Mechanics and Geotechnical Engineering19th International Conference on Soil Mechanics and Geotechnical Engineering 2017.9 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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Prevention of the ground subsidence by using the foot reinforcement side pile during the shallow overburden tunnel excavation in unconsolidated ground
Ying Cui, Kiyoshi Kishida, Makoto Kimura
Tunneling and Underground Space Technology 63 194 - 204 2017.3 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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摩擦抵抗と支圧抵抗を併用した補強材を用いた補強土壁の施工実験
武藤裕久, 神谷隆, 長沼明彦, 小高猛司, 崔瑛, 中野正樹, 野田利弘
地盤工学ジャーナル 12 ( 1 ) 33 - 46 2017.3 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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MUTO Hirohisa, KAMIYA Takashi, NAGANUMA Akihiko, KODAKA Takeshi, YING Cui, NAKANO Masaki, NODA Tosh … Show more authors
MUTO Hirohisa, KAMIYA Takashi, NAGANUMA Akihiko, KODAKA Takeshi, YING Cui, NAKANO Masaki, NODA Toshihiro Hide authors
Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering) 73 ( 4 ) 311 - 329 2017
Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japan Society of Civil Engineers Joint Work
The reinforced earth walls have come into wide use in Japan after 1995 Hyogo-ken Nanbu Earthquake in particular. High seismic resistance of the reinforced earth walls has been shown by the large earthquakes occurring in Japan, e.g., the 2011 off the Pacific coast of Tohoku Earthquake and the 2016 Kumamoto earthquake. However, a reinforcing mechanism of the seismic resistance regarding to the reinforced earth walls has been clarified insufficiently. The authors have developed the new reinforced earth wall using the reinforcement member incorporating both a friction resistance and a bearing resistance. A prototype reinforced earth wall was constructed in Sendai City after the Tohoku Earthquake, and then, dynamic and long-term static data in the reinforced earth wall had been measured for three years. In the present paper, the observed dynamic behavior of the proposed reinforcing member during the relative large two aftershocks of the 2011 off the Pacific coast of Tohoku Earthquake are shown. Both a bearing resistance and a friction resistance were separately measured in a reinforced member during the aftershocks. The bearing resistance and the friction resistance acted effectively in the reinforced member at shallow and deep positions, respectively.
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Discussion on the mechanism of ground improvement method at the excavation of shallow overburden tunnel in difficult ground
Kiyoshi Kishida, Ying Cui, Masaichi Nonomura, Tomomi Iura, Makoto Kimura
Underground Space 1 ( 1 ) 94 - 107 2016.12 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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摩擦抵抗と支圧抵抗を併用した補強材の小型引抜き試験
武藤裕久, 神谷隆, 長沼明彦, 小高猛司, 崔瑛, 中野正樹, 野田利弘
地盤工学ジャーナル 11 ( 3 ) 201 - 214 2016.9 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Single Work
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樋門下部空洞をトリガーとする剛構造樋門周辺堤防の劣化過程の検討
崔 瑛
第28回 中部地盤工学シンポジウム論文集 28 75 - 80 2016 [Reviewed]
Language：The in addition, foreign language Publishing type：Research paper (scientific journal) Single Work
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河川構造物周辺堤防における空洞およびゆるみ領域の発生・発達に関する実験的検討
崔 瑛
地盤工学会会誌 63 22 - 25 2016 [Reviewed]
Language：The in addition, foreign language Publishing type：Research paper (scientific journal) Single Work
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河川堤防樋門周辺地盤内のゆるみ領域や空洞の生成・発達に関する模型実験
崔瑛，小高猛司，李圭太
河川技術論文集 21 395 - 400 2015 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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河川堤防樋門周辺地盤内のゆるみ領域や空洞の生成・発達に関する模型実験
崔 瑛
河川技術論文集 21 395 - 400 2015 [Reviewed]
Language：The in addition, foreign language Publishing type：Research paper (scientific journal) Single Work
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三軸試験の試験条件が河川堤防土の強度定数に及ぼす影響
小高猛司，崔瑛，李圭太，兼松祐志，小林芳樹
河川技術論文集 19 81 - 87 2013
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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小土被り未固結地山における事前地山改良工による地山安定性の評価に関する一考察
野々村政一, 井浦智実, 崔瑛, 岸田 潔, 木村 亮
地盤工学ジャーナル 2013 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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河川堤防砂の構造の程度が力学特性の評価に及ぼす影響
小高猛司，崔瑛，小林芳樹，兼松祐志，李圭太
河川技術論文集 2012 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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小土被り土砂地山でのトンネル掘削における事前地山改良工の効果に関する解析的検討
崔瑛，野々村政一，井浦智実，岸田潔，木村亮
土木学会論文集F1 (トンネル) 特集号 68 ( 3 ) 27 - 38 2012 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Single Work
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とも下がり発生時におけるサイドパイル工の地盤沈下抑制効果に関する数値解析
崔瑛，岸田潔，木村亮，野々村政一，井浦智美
土木学会論文集C 66 ( 4 ) 718 - 728 2010 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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Analytical study on the control of ground subsidence arising from the phenomenon of accompanied settlement using footing reinforcement pile
Ying Cui, Kiyoshi Kishida and Makoto Kimura
Deep and Underground Excavation, ASCE Geotechnical Special Publication 307 - 312 2010
Language：English Publishing type：Research paper (scientific journal) Single Work
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Model test and numerical analysis methods in tunnel excavation problem
Ying Cui and Makoto Kimura
Soils and Foundations 50 ( 6 ) 915 - 923 2010 [Reviewed] [Invited]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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サイドパイルによるトンネル沈下抑制効果に関する実験的研究
北川隆，後藤光理，田村武，木村亮，岸田潔，崔瑛，野城一栄
土木学会論文集F 65 ( 1 ) 73 - 83 2009 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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地山補強パイルの挿入角度が地盤沈下抑制効果に及ぼす影響について
崔瑛，岸田潔，木村亮
土木学会論文集C 65 ( 4 ) 874 - 883 2009 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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パイプルーフ工法の余掘り掘削による地表面沈下特性に関する模型実験
岸田潔，柳民峰，崔瑛，木村亮
土木学会論文集C 65 ( 3 ) 609 - 616 2009
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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小土被りトンネル掘削時におけるトンネル脚部および地表面沈下対策工に関する実験的検討
崔瑛，岸田潔，木村亮
地盤工学ジャーナル 3 ( 3 ) 261 - 272 2008 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work