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Double-layer Support Technology of Large-section Loess TunnelBy Benching Method

Li Guoliang,Song Ye,Li Lei,Wang Xindong,Li Bo

Strategic Study of CAE 2014, Volume 16, Issue 8,   Pages 54-63

Abstract: the mechanical characteristics and key construction techniques of the double-layer support system of large-sectionIt successfully resolved the construction difficulties of super-large-section tunnel (171m2

Keywords： large-section loess tunnel     benching method     double-layer support     under crossing    

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Research on shallow tunneling construction method of large section tunnel under the water-rich sandy

Tang Guorong,Liu Zhaowei,Li Jianhua

Strategic Study of CAE 2010, Volume 12, Issue 12,   Pages 98-102

Abstract:

The CRD(cross diaphragm) and hole pile method were adopted in the largesection tunnel,aiming at poor geological stability, complex engineering environment and the higher control

Keywords： sandy gravel stratum     large section     CRD method     hole pile     tunnel construction    

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Introduction to the special section for ACMFMS 2010

Jinhao QIU

Frontiers of Mechanical Engineering 2011, Volume 6, Issue 3,   Pages 271-271 doi: 10.1007/s11465-011-0239-6

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Study on shear resistance of aluminum alloy I-section members

DONG Zhen, ZHANG Qilin

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 1,   Pages 79-86 doi: 10.1007/s11709-008-0007-9

Abstract: The design method for the shear resistance of aluminum alloy I-section members is presented, taking intoThe deflection of aluminum alloy I-section members under concentrated load is simulated by using therelation of shear resistance to the maximum web displacement reflects that the web of aluminum alloy I-sectionHowever, the traditional design method is not able to give the real shear resistance of aluminum alloy I-sectionThe proposed design formulas for the shear resistance of aluminum alloy I-section members is used to

Keywords： formulas     displacement     deflection     relation     I-section member    

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The economic impact analysis of process parameters change of large section slurry shield in urban water-rich

Wang Ying

Strategic Study of CAE 2010, Volume 12, Issue 12,   Pages 108-112

Abstract:

Taking the underground diameter shield construction of Beijing railway for example, the choosing principles of process parameters in different engineering geo-conditions and changing boundary conditions were introduced. The cost difference and change were analyzed according to the analysis of construction efficiency and machine material consuming when the process parameters were adjusted.[

Keywords： shield construction     process parameter     cost analysis    

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Introduction to the special section on the 12

Zhen-Min CHENG

Frontiers of Chemical Science and Engineering 2009, Volume 3, Issue 1,   Pages 1-1 doi: 10.1007/s11705-009-0003-1

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Calculation of diagonal section and cross-section bending capacity for strengthening RC structure using

Shouping SHANG , Fangyuan ZHOU , Wei LIU ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3,   Pages 330-338 doi: 10.1007/s11709-009-0046-x

Abstract: This paper introduces the formula of cross-section bending capacity for strengthening concrete beamsA comparative analysis of experimental data, as well as the calculation of diagonal section bearing capacity

Keywords： RC beams     high-performance ferrocement laminate (HPFL)     inorganic material     reinforcement    

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Torsional behavior of triangular web profile (TRIWP) steel section by experimental study

Fatimah DE’NAN,Hazwani HASAN,Mohd Hanim OSMAN,Sariffudin SAAD

Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 4,   Pages 409-419 doi: 10.1007/s11709-016-0358-6

Abstract: A triangular web profile (TriWP) is a modified section where the flanges are connected to a web platerotational angle, the torsional rotation for all TriWP steel sections were smaller than that of the FW steel sectionshown that the TriWP steel sections had better resistance against torsion in comparison to FW steel section

Keywords： corrugated web     i-beam     non uniform steel section     torsion resistance     torsion angle     triangular web profilesteel section    

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Introduction to the Special Section on Biomedical Devices for Personal Health Applications

I-Ming CHEN

Frontiers of Mechanical Engineering 2011, Volume 6, Issue 1,   Pages 1-2 doi: 10.1007/s11465-011-0210-6

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Introduction to the special section on the Symposium on Computational Fluid Dynamics and Molecular Simulation

Tianwei TAN, Peiyong QIN,

Frontiers of Chemical Science and Engineering 2010, Volume 4, Issue 3,   Pages 241-241 doi: 10.1007/s11705-009-0285-3

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Study on construction technique of large section sub-sea tunnel crossing the weak stratum

Huang Mingli,Lu Wei,Xu Hengguo,Tan Zhongsheng

Strategic Study of CAE 2009, Volume 11, Issue 7,   Pages 35-38

Abstract:

Xiang'an sub-sea tunnel is the first large section sub-sea tunnel

Keywords： Xiamen Xiang’an sub-sea tunnel     weak stratum     construction technique    

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Shear strength model of the reinforced concrete beams with embedded through-section strengthening bars

Linh Van Hong BUI; Phuoc Trong NGUYEN

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 7,   Pages 843-857 doi: 10.1007/s11709-022-0834-0

Abstract: investigate the shear capacity of reinforced concrete (RC) beams strengthened with embedded through-section

Keywords： embedded through-section     strengthening     fiber-reinforced polymer     finite element     shear strength model    

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Improving retrieval precision of NO

Jinpeng YANG

Frontiers of Mechanical Engineering 2009, Volume 4, Issue 1,   Pages 92-96 doi: 10.1007/s11465-009-0001-5

Abstract: The NO density error retrieved by the traditional method of differential optical absorption spectroscopy (DOAS) was analyzed. The technique for reducing the error is proposed and used to obtain the NO density of Chengdu through DOAS.

Keywords： absorption structure     low-frequency structure     absorption cross-section     NO2 density    

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Key Techniques for the Construction of High-Speed Railway Large-Section Loess Tunnels Article

Yong Zhao, Huawu He, Pengfei Li

Engineering 2018, Volume 4, Issue 2,   Pages 254-259 doi: 10.1016/j.eng.2017.07.003

Abstract: Xi’an high-speed railway project has greatly improved the construction level of China’s large-sectionThis paper systematically summarizes the technical characteristics and main problems of the large-sectionThe pressure of the surrounding rock of a large-section loess tunnel should be calculated according toconstruction was used as the core technology system to ensure the safe and rapid construction of a large-sectionmethods presented here are of great significance in revealing the strata and supporting mechanics of large-section

Keywords： Loess tunnel     Surrounding rock classification     Surface cracking     Design load     Three-bench seven-step excavation method    

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Behavior of concrete-filled double skin steel tubular columns with octagon section under axial compression

YANG Junjie, PENG Guojun, XU Hanyong

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 3,   Pages 205-210 doi: 10.1007/s11709-008-0035-5

Abstract: skin steel tube (CFDSST) members with circular or square sections, a new kind of CFDSST with octagonal section, where the outer tube has an octagonal section and the inner tube has a circular section, is proposedBehaviors of the CFDSST members with octagon section subjected to axial compression are investigated,It is indicated that the bearing capacity of the columns with octagonal section is larger than that withsquare section and is smaller than that with circular section, and the bearing capacity of members is

Keywords： mathematical     numerical     compression     stress-strain relationship     straight    

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Title Author Date Type Operation

Double-layer Support Technology of Large-section Loess TunnelBy Benching Method

Li Guoliang,Song Ye,Li Lei,Wang Xindong,Li Bo

Journal Article

Research on shallow tunneling construction method of large section tunnel under the water-rich sandy

Tang Guorong,Liu Zhaowei,Li Jianhua

Journal Article

Introduction to the special section for ACMFMS 2010

Jinhao QIU

Journal Article

Study on shear resistance of aluminum alloy I-section members

DONG Zhen, ZHANG Qilin

Journal Article

The economic impact analysis of process parameters change of large section slurry shield in urban water-rich

Wang Ying

Journal Article

Introduction to the special section on the 12

Zhen-Min CHENG

Journal Article

Calculation of diagonal section and cross-section bending capacity for strengthening RC structure using

Shouping SHANG , Fangyuan ZHOU , Wei LIU ,

Journal Article

Torsional behavior of triangular web profile (TRIWP) steel section by experimental study

Fatimah DE’NAN,Hazwani HASAN,Mohd Hanim OSMAN,Sariffudin SAAD

Journal Article

Introduction to the Special Section on Biomedical Devices for Personal Health Applications

I-Ming CHEN

Journal Article

Introduction to the special section on the Symposium on Computational Fluid Dynamics and Molecular Simulation

Tianwei TAN, Peiyong QIN,

Journal Article

Study on construction technique of large section sub-sea tunnel crossing the weak stratum

Huang Mingli,Lu Wei,Xu Hengguo,Tan Zhongsheng

Journal Article

Shear strength model of the reinforced concrete beams with embedded through-section strengthening bars

Linh Van Hong BUI; Phuoc Trong NGUYEN

Journal Article

Improving retrieval precision of NO

Jinpeng YANG

Journal Article

Key Techniques for the Construction of High-Speed Railway Large-Section Loess Tunnels

Yong Zhao, Huawu He, Pengfei Li

Journal Article

Behavior of concrete-filled double skin steel tubular columns with octagon section under axial compression

YANG Junjie, PENG Guojun, XU Hanyong

Journal Article