標(biāo)題: Titlebook: Engineering Challenges for Sustainable Underground Use; Proceedings of the 1 Sherif Agaiby,Piergiorgio Grasso Conference proceedings 2018 S [打印本頁] 作者: 是消毒 時(shí)間: 2025-3-21 17:34
書目名稱Engineering Challenges for Sustainable Underground Use影響因子(影響力)
書目名稱Engineering Challenges for Sustainable Underground Use影響因子(影響力)學(xué)科排名
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書目名稱Engineering Challenges for Sustainable Underground Use網(wǎng)絡(luò)公開度學(xué)科排名
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書目名稱Engineering Challenges for Sustainable Underground Use讀者反饋
書目名稱Engineering Challenges for Sustainable Underground Use讀者反饋學(xué)科排名
作者: Osmosis 時(shí)間: 2025-3-21 23:12 作者: cancer 時(shí)間: 2025-3-22 01:20
Computational and Numerical Considerations of Segmental Lining Design,ation. Lining behind TBM normally consists of precast rings each one consists of a number of segments connected together with radial and longitudinal bolts. The main items which control the stability of TBM excavation are face pressure, grout pressure and interaction of lining components with grout 作者: 妨礙議事 時(shí)間: 2025-3-22 05:17 作者: FATAL 時(shí)間: 2025-3-22 12:19
Tunnel Boring Machine Advance Ground Investigation in Rockburst-Prone Ground Conditions on Neelum Jon the Neelum Jhelum Hydro-power project. The project is located in the Azad Kashmir region of northeast Pakistan, in the foothills of the Himalayan range, with overburdens up to 1,870?m and high horizontal stresses, and with complex and challenging geology. The lack of previous project experience i作者: 鼓掌 時(shí)間: 2025-3-22 13:12 作者: 鼓掌 時(shí)間: 2025-3-22 17:55
Estimation of Settlement and Vibration on the Surface Due to the Construction of East-West Metro Tud metro rail connection cutting across the city running predominantly in the north-south direction. Another underground metro rail connection is being built in the east-west direction connecting the heart of the city to the railway stations and the airport. As a part of the project, twin tunnels of 作者: configuration 時(shí)間: 2025-3-22 21:24 作者: 時(shí)代 時(shí)間: 2025-3-23 05:11
Three Dimensional Analysis of Diaphragm Walls Supported by Passive Berms, the wall in a thick clay deposit characterized by weak soil properties. The objective of this paper is to verify the suitability of using three dimensional finite element software to simulate a bermed excavation. A three-dimensional finite element analysis using PLAXIS 3D software was used to simul作者: 后退 時(shí)間: 2025-3-23 07:00
Behaviour of Urban Metro Twin Tunnels Under Earthquake Loads, like tunnels, which in this study, is the primary focus. The geometry of Delhi Metro and specific soil conditions experienced in Delhi are considered for the analysis. The seismic analysis was carried out using pseudo-static approach, considering site conditions. In order to appreciate the effect o作者: 枯燥 時(shí)間: 2025-3-23 11:33
Abu Hamour Tunnel Phase I the First TBM Tunnel in Qatar: The Art of Tunneling in a New World,rehensive geotechnical data collection system on the tunneling project in weak/soft rocks which has been successfully implemented. Results of geological mapping have been presented to show how they correlate to TBM performance. The authors make an attempt to correlate common classification systems: 作者: Indurate 時(shí)間: 2025-3-23 16:35 作者: archenemy 時(shí)間: 2025-3-23 21:04
Reducing the Tunnelling Effect on Adjacent Pile Foundations,ced area near or around the tunnel vicinity to reduce the induced stress and deformation of tunnelling process on nearby deep foundation. The objective of the present study is to numerically evaluate the nature of interaction between the employed tunnelling technologies; the nearby structures founde作者: Myosin 時(shí)間: 2025-3-24 01:51 作者: monogamy 時(shí)間: 2025-3-24 02:48
Mitigating Foundation Settlement Induced by Tunnel Construction, lines. Tunnel construction in urban areas usually passes in the vicinities of building foundations. Unless sufficient clearances exist, shallow tunneling can cause settlements and/or tilting of adjacent foundations. In most cases, this clearance is not affordable. One of the proposed solutions to r作者: PAGAN 時(shí)間: 2025-3-24 09:44
The Monitoring of Segments Dislocation Deformation in Shield Tunnel Based on BOFDA,t project to ensure the long-term health and safety of tunnels. Regarding to the deformation characteristics of shield tunnel, this paper presents a new method for the layout of sensing fiber based on BOFDA. By analyzing the plane geometry, the relationship between strain and deformation of segment 作者: 昏睡中 時(shí)間: 2025-3-24 12:40
https://doi.org/10.1007/978-3-319-61636-0Shielded Tunneling; NATM; Sequential Excavation; Deep excavation; Soil-Structure Interaction; Tunnel-Indu作者: 鎮(zhèn)痛劑 時(shí)間: 2025-3-24 17:25 作者: 污穢 時(shí)間: 2025-3-24 19:41
https://doi.org/10.1007/978-3-662-69682-8s paper takes the shallow buried excavation section of the tunnel as an example, where the stratum is upper-soft and lower-hard. Considering different intersection positions between tunnel face and the interface of stratum, based on the pressure arch theory, the change laws for the pressure arch thi作者: BRIBE 時(shí)間: 2025-3-25 01:57
Dietmar Gross,Werner Hauger,Peter Wriggersation. Lining behind TBM normally consists of precast rings each one consists of a number of segments connected together with radial and longitudinal bolts. The main items which control the stability of TBM excavation are face pressure, grout pressure and interaction of lining components with grout 作者: chandel 時(shí)間: 2025-3-25 04:33
Dietmar Gross,Werner Hauger,Peter Wriggersasibility studies of the project. Usually, a curvature of the alignment is inevitable, especially in urban tunneling when certain locations such as exit points, locations with sensitive surface structures and difficult ground conditions must be a priori considered. Mechanized tunneling presents an e作者: Abjure 時(shí)間: 2025-3-25 07:58 作者: HUSH 時(shí)間: 2025-3-25 13:57
Technische Mechanik Kinematik und Kinetikngestion and considerably reduce journey time. The continuous growth of Traffic volumes leads to increased congestion and possibly decreased safety. This leads to requirements for better traffic flow including the provision of extra lanes and consequently extra tunnel space. The extra tunnel space c作者: biosphere 時(shí)間: 2025-3-25 17:20 作者: crease 時(shí)間: 2025-3-25 23:15 作者: epinephrine 時(shí)間: 2025-3-26 01:39
https://doi.org/10.1007/978-3-642-93001-0 the wall in a thick clay deposit characterized by weak soil properties. The objective of this paper is to verify the suitability of using three dimensional finite element software to simulate a bermed excavation. A three-dimensional finite element analysis using PLAXIS 3D software was used to simul作者: falsehood 時(shí)間: 2025-3-26 05:05 作者: bonnet 時(shí)間: 2025-3-26 12:17 作者: Commemorate 時(shí)間: 2025-3-26 14:47 作者: 放縱 時(shí)間: 2025-3-26 18:15 作者: GEON 時(shí)間: 2025-3-26 22:25 作者: palliate 時(shí)間: 2025-3-27 03:46 作者: Enervate 時(shí)間: 2025-3-27 07:42 作者: BOGUS 時(shí)間: 2025-3-27 12:46
978-3-319-61635-3Springer International Publishing AG 2018作者: Delectable 時(shí)間: 2025-3-27 17:23 作者: 無底 時(shí)間: 2025-3-27 18:45 作者: Agility 時(shí)間: 2025-3-27 22:07 作者: GRUEL 時(shí)間: 2025-3-28 02:22
Conference proceedings 2018 construction of deep excavations, tunnels and underground space facilities as well as the effect of their construction on the surroundings. The papers cover planning, design, modeling, monitoring and construction aspects of these essential structures. This volume is part of the proceedings of the 1作者: cataract 時(shí)間: 2025-3-28 08:48
2366-3405 , design, and construction of underground structures.Discuss.This volume comprises a set of high-quality, refereed papers that address the different aspects related to the geotechnical and structural design and construction of deep excavations, tunnels and underground space facilities as well as the作者: Mets552 時(shí)間: 2025-3-28 12:03
,Erg?nzungen zur Hydromechanik,al mapping have been presented to show how they correlate to TBM performance. The authors make an attempt to correlate common classification systems: Q. and RMR for rock mass commonly found in Doha, Qatar.作者: 負(fù)擔(dān) 時(shí)間: 2025-3-28 16:58 作者: 擴(kuò)張 時(shí)間: 2025-3-28 19:54
Conference proceedings 2018s cover planning, design, modeling, monitoring and construction aspects of these essential structures. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017..作者: Inflammation 時(shí)間: 2025-3-29 00:56
,Ausgew?hlte Kapitel der Elastostatik,evidently reduce the disturbance effect on surrounding rock, decrease the settlements of ground. Compared with CRD method, Double-heading construction method has advantages in utilizing the self-supporting ability of surrounding rock and supporting ability of preliminary lining, and also improving safety margin of the second lining.作者: Dysarthria 時(shí)間: 2025-3-29 06:59
Analysis of Construction Scheme for Neighborhood Metro Tunnels with Two Different Inner Sections,evidently reduce the disturbance effect on surrounding rock, decrease the settlements of ground. Compared with CRD method, Double-heading construction method has advantages in utilizing the self-supporting ability of surrounding rock and supporting ability of preliminary lining, and also improving safety margin of the second lining.作者: dialect 時(shí)間: 2025-3-29 09:34
Ma?synthese von Koppelgetriebenwas performed to evaluate the surface deformations. Using the superposition approach, the empirical data have been compared with the analytical results. The results confirm that there is a clear difference in the amount and distribution of ground movements with varying tunnel positions.作者: expeditious 時(shí)間: 2025-3-29 11:53
,Zeichnerische Zusammensetzung von Kr?ften,ty, tunnel diameter, tunnel cover, and horizontal clearance between the raft foundation and the tunnel have been studied. The settlement of the raft and the induced bending moments during the process of tunnel advancement are presented.作者: 試驗(yàn) 時(shí)間: 2025-3-29 19:17
Technische Mechanik starrer Gebildelculated results with this method had good consistency with the results by conventional dial meters. Using this long distance, high-density, high-accuracy and lost-cost health monitoring method, the safety of shield tunnel can be greatly ensured.作者: Lacunar-Stroke 時(shí)間: 2025-3-29 20:47 作者: 分貝 時(shí)間: 2025-3-30 00:10
Effect of Using TBM Tunneling in Granular Soils on Performance of an Existing Raft Foundation,ty, tunnel diameter, tunnel cover, and horizontal clearance between the raft foundation and the tunnel have been studied. The settlement of the raft and the induced bending moments during the process of tunnel advancement are presented.作者: 機(jī)制 時(shí)間: 2025-3-30 04:45
The Monitoring of Segments Dislocation Deformation in Shield Tunnel Based on BOFDA,lculated results with this method had good consistency with the results by conventional dial meters. Using this long distance, high-density, high-accuracy and lost-cost health monitoring method, the safety of shield tunnel can be greatly ensured.作者: accessory 時(shí)間: 2025-3-30 10:28
2366-3405 structures. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017..978-3-319-61635-3978-3-319-61636-0Series ISSN 2366-3405 Series E-ISSN 2366-3413 作者: 關(guān)心 時(shí)間: 2025-3-30 14:21
l moments, thrusts and shear respectively. Also, emphasis is given to quantify surface displacements due to tunneling under earthquake loads, in addition to static loads. It is found that the response of twin tunnels is affected by earthquake loading, which may be incorporated in the design.作者: Simulate 時(shí)間: 2025-3-30 18:25
Technische Mechanik starrer Gebildents due to tunnel construction. Pile walls with different diameters, spacing, and lengths are studied. Diaphragm walls with different thicknesses and lengths are also investigated. The resulting settlements of the foundations are presented and discussed.作者: 竊喜 時(shí)間: 2025-3-30 23:01
Behaviour of Urban Metro Twin Tunnels Under Earthquake Loads,l moments, thrusts and shear respectively. Also, emphasis is given to quantify surface displacements due to tunneling under earthquake loads, in addition to static loads. It is found that the response of twin tunnels is affected by earthquake loading, which may be incorporated in the design.作者: Brochure 時(shí)間: 2025-3-31 03:15
Mitigating Foundation Settlement Induced by Tunnel Construction,nts due to tunnel construction. Pile walls with different diameters, spacing, and lengths are studied. Diaphragm walls with different thicknesses and lengths are also investigated. The resulting settlements of the foundations are presented and discussed.作者: innovation 時(shí)間: 2025-3-31 07:54 作者: Emmenagogue 時(shí)間: 2025-3-31 12:25 作者: 采納 時(shí)間: 2025-3-31 17:23
Dietmar Gross,Werner Hauger,Peter Wriggershe stresses in tunnel linings are influenced by construction conditions, ground conditions, and shield thrust. Tunnel lining design requires a proper estimate of structural forces in linings. The segmental linings in curved zones during advancement require special attention to account for expected e作者: Recess 時(shí)間: 2025-3-31 21:10 作者: HEDGE 時(shí)間: 2025-4-1 00:11
Technische Mechanik Kinematik und Kinetikvestigated considering the new tunnels to be possibly added vertically or horizontally. The influence of the new tunnels construction on the existing tunnels is investigated considering both the variation of relative position and spacing distance in a parametric study context. Several numerical two 作者: 猜忌 時(shí)間: 2025-4-1 05:51
Technische Mechanik Kinematik und KinetikThese structures are located between 19?m and 33?m from the centerline of the tunnels. Damage to these heritage buildings during the construction of the tunnels due to excessive settlement and/or vibration is a concern. Both static and dynamic finite element analyses have been performed to estimate
