標題: Titlebook: Design and Construction of Tunnels; Analysis of Controll Pietro Lunardi Book 2008 Springer-Verlag Berlin Heidelberg 2008 Deformation Respon [打印本頁] 作者: 債務(wù)人 時間: 2025-3-21 16:55
書目名稱Design and Construction of Tunnels影響因子(影響力)
書目名稱Design and Construction of Tunnels影響因子(影響力)學(xué)科排名
書目名稱Design and Construction of Tunnels網(wǎng)絡(luò)公開度
書目名稱Design and Construction of Tunnels網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Design and Construction of Tunnels被引頻次
書目名稱Design and Construction of Tunnels被引頻次學(xué)科排名
書目名稱Design and Construction of Tunnels年度引用
書目名稱Design and Construction of Tunnels年度引用學(xué)科排名
書目名稱Design and Construction of Tunnels讀者反饋
書目名稱Design and Construction of Tunnels讀者反饋學(xué)科排名
作者: 農(nóng)學(xué) 時間: 2025-3-21 21:07
Formal Stability Analysis of Control Systems long term stability of an underground cavity is closely connected with the formation of an arch effect, which must therefore be the primary object of study for a tunnel designer; .2. the formation of an . and its position with respect to the cavity are signalled by the “deformation response” of the作者: nautical 時間: 2025-3-22 04:05
Modeling Real-Time and Reliabilitystruction approach which fits reality more closely than those commonly in use today, it was essential to start a new programme of both theoretical and experimentally research to add to and deepen the knowledge we had already acquired of the relationship between the stress-strain behaviour of the adv作者: Ossification 時間: 2025-3-22 05:45 作者: insolence 時間: 2025-3-22 10:01
https://doi.org/10.1007/978-3-319-95513-1 linings when designing a new tunnel, but must consider the entire resolution of statics problems in terms of the ground (medium) right from the outset. This is the true construction material, to be assisted where necessary, with action in advance to improve, protect and/or reinforce the core-face i作者: URN 時間: 2025-3-22 16:51
SSE Floating-Point Instructionsriums and with minimum disturbance to stress states (and the deformation response that results) is only possible if one has the fullest possible advance knowledge of the natural state of equilibrium of the ground before excavation begins. Hence the design and therefore the construction of any underg作者: URN 時間: 2025-3-22 18:40
SSE Floating-Point Instructionsation behaviour of the tunnel (extrusion, preconvergence and convergence) in the absence of stabilisation intervention. The result is the division of the underground alignment into sections with uniform deformation behaviour, identified in terms of three basic behaviour categories: .? .: stable core作者: cancer 時間: 2025-3-22 23:55
https://doi.org/10.1007/978-3-319-95513-1ude of the deformation phenomena that might be generated during tunnel advance, made in the diagnosis phase. They concern systems, advance rates and excavation stages, but above all stabilisation instruments and how these are balanced between the core-face and the perimeter of the cavity, in order t作者: GONG 時間: 2025-3-23 02:51
Analysis of the deformation response according to the ADECO-RS approachstruction approach which fits reality more closely than those commonly in use today, it was essential to start a new programme of both theoretical and experimentally research to add to and deepen the knowledge we had already acquired of the relationship between the stress-strain behaviour of the advance core and the cavity.作者: 舔食 時間: 2025-3-23 06:43 作者: 總 時間: 2025-3-23 11:32 作者: Ophthalmoscope 時間: 2025-3-23 17:20 作者: 權(quán)宜之計 時間: 2025-3-23 21:39
SSE Floating-Point InstructionsIf the deformation that is normally observed inside a tunnel while it is advancing is interpreted in terms of a process of cause and effect, it would seem perfectly reasonable to identify the cause as the action that is exerted on the medium and the effect as the deformation response of the medium that results from the action.作者: STALE 時間: 2025-3-23 22:43 作者: 動物 時間: 2025-3-24 06:04
The operational phaseThe operational phase is that phase during construction in which the flow of the stresses in the medium through which the tunnel advances is deviated. It proceeds hand in hand with the monitoring phase, in which the design and all the operating decisions are monitored and perfected. This last phase is illustrated in the next chapter.作者: demote 時間: 2025-3-24 07:35
The monitoring phaseOnce the design stage has finished, monitoring phase begins when excavation work (the construction stage) starts and it is in this phase that the reliability of the predictions of the deformation response of the rock mass to excavation made in the diagnosis and therapy phases are tested.作者: Encephalitis 時間: 2025-3-24 12:05 作者: Ankylo- 時間: 2025-3-24 17:58
https://doi.org/10.1007/978-3-540-73875-6Deformation Response; Diagnosis; Response Control; Therapy; Verification; deformation; safety; stress作者: CHAR 時間: 2025-3-24 22:13
978-3-662-51834-2Springer-Verlag Berlin Heidelberg 2008作者: 世俗 時間: 2025-3-25 02:27 作者: 潛伏期 時間: 2025-3-25 04:01 作者: addition 時間: 2025-3-25 11:34
Control of the deformation response according to the ADECO-RS approachvance core by regulating its rigidity appropriately. In terms of forces this means employing preconfinement and not just confinement action, where preconfinement is defined as any active action which favours the formation of an arch effect in the ground ahead of the face.作者: monogamy 時間: 2025-3-25 11:45 作者: fibula 時間: 2025-3-25 19:26
The survey phaseround work must be preceded by activity, termed the ., to obtain that knowledge and this is performed by acquiring all possible information on the morphology, structure, tectonics, stratigraphy, hydrogeology, geotechnics, geomechanics and stress states, which characterise the geology of the body of ground in which excavation occurs.作者: 自傳 時間: 2025-3-25 20:45 作者: obligation 時間: 2025-3-26 02:05
mentary material: To those who believed… Geological hazard and the lack of appropriate survey, design and construction inst- ments for tackling those terrains we call “diffcult”, with good prospects of success, have always made the design and construction of underground works a risky affair, which c作者: ALLEY 時間: 2025-3-26 04:27
Formal Stability Analysis of Control Systems study for a tunnel designer; .2. the formation of an . and its position with respect to the cavity are signalled by the “deformation response” of the medium to the action of excavation, in terms of both size and type.作者: 纖細 時間: 2025-3-26 09:18
SSE Floating-Point Instructionsthe underground alignment into sections with uniform deformation behaviour, identified in terms of three basic behaviour categories: .? .: stable core-face or rock type behaviour; .? .: stable core-face in the short term or cohesive type behaviour; .? .: unstable core-face or loose type behaviour作者: vasospasm 時間: 2025-3-26 16:15 作者: Harridan 時間: 2025-3-26 18:15 作者: 兒童 時間: 2025-3-27 00:37
The deformation response of the medium to excavation study for a tunnel designer; .2. the formation of an . and its position with respect to the cavity are signalled by the “deformation response” of the medium to the action of excavation, in terms of both size and type.作者: Entrancing 時間: 2025-3-27 03:55 作者: Lice692 時間: 2025-3-27 07:28
Modeling Real-Time and Reliabilityvance core by regulating its rigidity appropriately. In terms of forces this means employing preconfinement and not just confinement action, where preconfinement is defined as any active action which favours the formation of an arch effect in the ground ahead of the face.作者: 四指套 時間: 2025-3-27 10:47
https://doi.org/10.1007/978-3-319-95513-1n order to guarantee the stable creation of an arch-effect (channelling of stresses) in a band of ground as close as possible to the profile of the tunnel that is able to resist the field of increased deviated stresses.作者: 哀悼 時間: 2025-3-27 17:22 作者: forecast 時間: 2025-3-27 20:22
The deformation response of the medium to excavation long term stability of an underground cavity is closely connected with the formation of an arch effect, which must therefore be the primary object of study for a tunnel designer; .2. the formation of an . and its position with respect to the cavity are signalled by the “deformation response” of the作者: 集合 時間: 2025-3-28 00:50
Analysis of the deformation response according to the ADECO-RS approachstruction approach which fits reality more closely than those commonly in use today, it was essential to start a new programme of both theoretical and experimentally research to add to and deepen the knowledge we had already acquired of the relationship between the stress-strain behaviour of the adv作者: Humble 時間: 2025-3-28 03:23 作者: 敵意 時間: 2025-3-28 08:45 作者: 打折 時間: 2025-3-28 11:47 作者: DOSE 時間: 2025-3-28 15:37
The diagnosis phaseation behaviour of the tunnel (extrusion, preconvergence and convergence) in the absence of stabilisation intervention. The result is the division of the underground alignment into sections with uniform deformation behaviour, identified in terms of three basic behaviour categories: .? .: stable core作者: 反復(fù)拉緊 時間: 2025-3-28 20:15 作者: maroon 時間: 2025-3-29 02:47
Book 2008le negative factor to be overcome to achieve that transparency in this feld, which has until now been the prerogative of traditional surface works, remains the absence of a modern and universally valid design approach, capable, that is, of integrating and exploiting the new capabilities and of gu- i作者: Feature 時間: 2025-3-29 06:44
surface works, remains the absence of a modern and universally valid design approach, capable, that is, of integrating and exploiting the new capabilities and of gu- i978-3-662-51834-2978-3-540-73875-6作者: 警告 時間: 2025-3-29 09:10 作者: PANIC 時間: 2025-3-29 13:13 作者: Insubordinate 時間: 2025-3-29 15:57
Risk Assessment Using Test Resultsrnationalization dynamics are related to information and communication technology (ICT) which is not only stimulating productivity and output growth - and hence trade - but also bringing new eCommunication structures in OECD countries and worldwide. With more broadband networks becoming available in
