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Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 1, Pages 37-52 doi: 10.1007/s11709-022-0920-3
Keywords: tunnel–soil interaction discontinuous analysis longitudinal joints existing shield tunnel Timoshenko
Soil-water interaction in unsaturated expansive soil slopes
ZHAN Liangtong
Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 2, Pages 198-204 doi: 10.1007/s11709-007-0023-1
Keywords: strength intensive soil-water comprehensive Infiltration wetting-induced softening
Research on Demarcating Method for Deep Tunnel and Shallow Tunnel in Soil
Zhao Zhanchang,Xie Yongli
Strategic Study of CAE 2005, Volume 7, Issue 10, Pages 84-86
Directed against the demarcating problems of deep tunnel and shallow tunnel in exiting methods, thethe paper,for the first time, expounds the demarcating thought which is based on the changing law of soilproved feasible by two engineering cases, and is of importantce to lining design and construction of soiltunnel.
Keywords: soil tunnel deep tunnel and shallow tunnel demarcating method
Deformation control criterion of shield tunnel under lateral relaxation of soft soil
Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 5, Pages 780-795 doi: 10.1007/s11709-023-0944-3
Keywords: shield tunnel lateral relaxation of soil deformation control criterion of segment structure model
Machine learning-based seismic assessment of framed structures with soil-structure interaction
Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 2, Pages 205-223 doi: 10.1007/s11709-022-0909-y
Keywords: seismic hazard artificial neural network soil-structure interaction seismic analysis
Diaphragm wall-soil-cap interaction in rectangular-closed- diaphragm-wall bridge foundations
Hua WEN, Qiangong CHENG, Fanchao MENG, Xiaodong CHEN
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 1, Pages 93-100 doi: 10.1007/s11709-009-0015-4
Keywords: diaphragm wall bridge foundation low cap interaction
Wang Jingtao
Strategic Study of CAE 2006, Volume 8, Issue 9, Pages 24-29
The paper proposed a principle of interaction between plastic volume strains of and shear for rockand soil.Especially, the manners of the interaction between plastic volume strain and shear strain, the directexpansion of volume, the fact that the dependence of stress path is a comprehensive performance form of the interaction
Keywords: principle of interaction between plastic volume strain and shear strain for rock and soil constitutiverelation of rock and soil pressure-sensitivity dilatancy
Shaking table testing of hard layered soil-pile-structure interaction system
LI Peizhen, REN Hongmei, LU Xilin, SONG Heping, CHEN Yueqing
Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 3, Pages 346-352 doi: 10.1007/s11709-007-0046-7
Keywords: super-structure Generally Magnification frequency different
Nonlinear elastic model for compacted clay concrete interface
R. R. SHAKIR, Jungao ZHU
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2, Pages 187-194 doi: 10.1007/s11709-009-0033-2
Keywords: interface modeling friction soil structure interface soil structure interaction simple shear test
Jiu-jiang WU,Yan LI,Qian-gong CHENG,Hua WEN,Xin LIANG
Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 1, Pages 103-111 doi: 10.1007/s11709-015-0328-4
Keywords: determination of interface parameters pile-soil interaction FLAC3D sensitivity analysis layeredsoil
A real-life stability model for a large shield-driven tunnel in heterogeneous soft soils
Xinyu HU, Zixin ZHANG, Scott KIEFFER
Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 2, Pages 176-187 doi: 10.1007/s11709-012-0149-7
Keywords: analytical solution shield-driven tunnel multilayered soil face stability
Nishant SHARMA, Kaustubh DASGUPTA, Arindam DEY
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1, Pages 62-81 doi: 10.1007/s11709-019-0570-2
Keywords: soil structure interaction optimum lateral extent of soil domain length multi-storyed framed building
Key construction technology of shallow-buried large span highway tunnel through rich water soft soil
Zhao Licai
Strategic Study of CAE 2015, Volume 17, Issue 1, Pages 81-87
This article takes Xia-Zhang highway (Xiamen section) Dongfu tunnel construction as an example.cross-located right next door after disassembly type excavation technology in shallow-buried rich water soft soilstratum tunnel excavation process.deformation of surrounding rock control, successfully passed the construction of shallow-buried soft soil
Frontiers of Structural and Civil Engineering Pages 1021-1032 doi: 10.1007/s11709-023-0952-3
Keywords: bending behavior pile embankment soil−structure interaction failure mode
Behavior of compacted clay-concrete interface
R. R .SHAKIR, Jungao ZHU
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 1, Pages 85-92 doi: 10.1007/s11709-009-0013-6
Keywords: soil structure interaction simple shear test interface friction compacted clay interface modeling
Title Author Date Type Operation
Discontinuous mechanical behaviors of existing shield tunnel with stiffness reduction at longitudinal
Journal Article
Research on Demarcating Method for Deep Tunnel and Shallow Tunnel in Soil
Zhao Zhanchang,Xie Yongli
Journal Article
Deformation control criterion of shield tunnel under lateral relaxation of soft soil
Journal Article
Machine learning-based seismic assessment of framed structures with soil-structure interaction
Journal Article
Diaphragm wall-soil-cap interaction in rectangular-closed- diaphragm-wall bridge foundations
Hua WEN, Qiangong CHENG, Fanchao MENG, Xiaodong CHEN
Journal Article
Demonstration of the Principle of Interaction between Plastic Volume Strain and Shear for Rock and Soil
Wang Jingtao
Journal Article
Shaking table testing of hard layered soil-pile-structure interaction system
LI Peizhen, REN Hongmei, LU Xilin, SONG Heping, CHEN Yueqing
Journal Article
Nonlinear elastic model for compacted clay concrete interface
R. R. SHAKIR, Jungao ZHU
Journal Article
A simplified method for the determination of vertically loaded pile-soil interface parameters in layeredsoil based on FLAC
Jiu-jiang WU,Yan LI,Qian-gong CHENG,Hua WEN,Xin LIANG
Journal Article
A real-life stability model for a large shield-driven tunnel in heterogeneous soft soils
Xinyu HU, Zixin ZHANG, Scott KIEFFER
Journal Article
Optimum lateral extent of soil domain for dynamic SSI analysis of RC framed buildings on pile foundations
Nishant SHARMA, Kaustubh DASGUPTA, Arindam DEY
Journal Article
Key construction technology of shallow-buried large span highway tunnel through rich water soft soil
Zhao Licai
Journal Article
A simplified method for investigating the bending behavior of piles supporting embankments on soft ground
Journal Article