派博傳思國(guó)際中心

標(biāo)題: Titlebook: Advances in Transportation Geotechnics IV; Proceedings of the 4 Erol Tutumluer,Soheil Nazarian,Issam I.A. Qamhia Conference proceedings 202 [打印本頁(yè)]

作者: Racket    時(shí)間: 2025-3-21 17:59
書(shū)目名稱(chēng)Advances in Transportation Geotechnics IV影響因子(影響力)




書(shū)目名稱(chēng)Advances in Transportation Geotechnics IV影響因子(影響力)學(xué)科排名




書(shū)目名稱(chēng)Advances in Transportation Geotechnics IV網(wǎng)絡(luò)公開(kāi)度




書(shū)目名稱(chēng)Advances in Transportation Geotechnics IV網(wǎng)絡(luò)公開(kāi)度學(xué)科排名




書(shū)目名稱(chēng)Advances in Transportation Geotechnics IV被引頻次




書(shū)目名稱(chēng)Advances in Transportation Geotechnics IV被引頻次學(xué)科排名




書(shū)目名稱(chēng)Advances in Transportation Geotechnics IV年度引用




書(shū)目名稱(chēng)Advances in Transportation Geotechnics IV年度引用學(xué)科排名




書(shū)目名稱(chēng)Advances in Transportation Geotechnics IV讀者反饋




書(shū)目名稱(chēng)Advances in Transportation Geotechnics IV讀者反饋學(xué)科排名





作者: 審問(wèn)    時(shí)間: 2025-3-21 23:33

作者: IRK    時(shí)間: 2025-3-22 03:52

作者: 饒舌的人    時(shí)間: 2025-3-22 06:18
David Thomas,Anne Gardner,John DeMarco the slurry shield tunnel project in Fuzhou, slurry pressure was determined by two different theoretical methods. Then, an indoor test was conducted to explore the influence of constituents on slurry property. The influence of slurry properties on filter cake forming process under different slurry p
作者: CARK    時(shí)間: 2025-3-22 08:51
David Thomas,Anne Gardner,John DeMarcohe tunnel structure can be threatened a lot by complicated dynamic response of tunnel–ground system under train load, especially in the overlapping cases. Based on a case of four overlapping tunnels in soft clay region, dynamic response of the tunnel–ground system and long-term settlement of the tun
作者: 友好    時(shí)間: 2025-3-22 14:36

作者: Sinus-Rhythm    時(shí)間: 2025-3-22 17:51

作者: Urologist    時(shí)間: 2025-3-22 23:30
Conflict over foreign silk filaturesThe saturated porous medium is used to model the soil layer under the groundwater table, and the dry single-phase medium is applied to simulate the soil above the groundwater table. The transfer matrix method and wave transformation are applied to derive the solution for a tunnel in a dry/saturated
作者: impale    時(shí)間: 2025-3-23 05:10

作者: 細(xì)菌等    時(shí)間: 2025-3-23 07:09
Conflict over foreign silk filaturesof floating slab track, the damage or failure of the steel spring is inevitable, which will have a bad effect on the track dynamics and vibration-mitigating effects. The steel spring’s forces were calculated by the vertical coupled dynamics model for the metro and the floating slab track. The dynami
作者: Perennial長(zhǎng)期的    時(shí)間: 2025-3-23 10:51

作者: 紀(jì)念    時(shí)間: 2025-3-23 15:37
Conflict and Cooperation in the Gulf Regionf the tunnels due to the above unloading. The investigation showed that (1) tunnel may be uplifted owing to?the above excavation; (2) the deformation of the tunnel section due to above unloading exhibits vertical elongation and horizontal shortening, and the transversal shape of the tunnel changes f
作者: 猛擊    時(shí)間: 2025-3-23 20:41

作者: sparse    時(shí)間: 2025-3-23 22:58
Conflict and Cooperation in the Gulf Regionum dry density (.). of a material containing large gravels is obtained by correcting laboratory test results for specimens without large gravels. Usually, the Walker–Holtz (WH) method is used for this correction, but there are many materials whose gravel ratio (.) is 0.3 ? 0.4, which is usually cons
作者: 松緊帶    時(shí)間: 2025-3-24 03:34
Conflict and Cooperation in the Gulf Regionastic behavior of the underlying compacted geomaterials. This study evaluates a stress-dependent approach for estimating the contact area of roller compaction considering the nonlinear behavior of compacted geomaterials. For this purpose, a finite element model was developed to simulate the roller c
作者: Anecdote    時(shí)間: 2025-3-24 09:19
Between the Gulf Wars: Restrained Conflict, Yet because of its widespread usage, this now acts as an impediment to the development of alternative methods of testing. Modern geotechnical and pavement designs are based on modulus and strength values. It is, therefore, reasonable to investigate the use of alternative test methods which measures
作者: obsolete    時(shí)間: 2025-3-24 13:54
Conflict and Cooperation in the Gulf Regionnal construction technology is also undergoing a paradigm shift. In this paper, the term “intelligent construction” is defined, and the status quo of global transportation infrastructure construction with emerging intelligent construction technologies is summarized. The framework of intelligent cons
作者: 異常    時(shí)間: 2025-3-24 14:57

作者: monogamy    時(shí)間: 2025-3-24 19:55

作者: Working-Memory    時(shí)間: 2025-3-25 00:50

作者: Fluctuate    時(shí)間: 2025-3-25 06:04
Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/a/image/150039.jpg
作者: breadth    時(shí)間: 2025-3-25 08:47
Advances in Transportation Geotechnics IV978-3-030-77238-3Series ISSN 2366-2557 Series E-ISSN 2366-2565
作者: 禍害隱伏    時(shí)間: 2025-3-25 15:32
2366-2557 eliable and sustainable infrastructures. This volume will be of interest to?postgraduate students, academics, researchers, and consultants working in the field of civil and transport infrastructure.?978-3-030-77240-6978-3-030-77238-3Series ISSN 2366-2557 Series E-ISSN 2366-2565
作者: intelligible    時(shí)間: 2025-3-25 17:31

作者: obviate    時(shí)間: 2025-3-25 22:46

作者: 掃興    時(shí)間: 2025-3-26 00:30

作者: Grasping    時(shí)間: 2025-3-26 07:30
Conference proceedings 2022 transportation infrastructure with the goal of providing safe, economic, environmental, reliable and sustainable infrastructures. This volume will be of interest to?postgraduate students, academics, researchers, and consultants working in the field of civil and transport infrastructure.?
作者: 船員    時(shí)間: 2025-3-26 12:22
2366-2557 associated with building smart and connected transportationThis volume presents selected papers presented during the?4.th. International Conference on Transportation Geotechnics. The papers address the geotechnical challenges in design, construction, maintenance, monitoring, and upgrading of roads,
作者: 鉗子    時(shí)間: 2025-3-26 12:59
The Influence of Variation in Groundwater Table on Ground Vibrations from Underground Tunnelsnstrate that the vibration levels increase as the groundwater table drops. The displacement field is similar to that of a saturated half-space when the groundwater table is above the tunnel, while it is similar to that of a dry single-phase half-space as the groundwater table is under the tunnel.
作者: 刺穿    時(shí)間: 2025-3-26 20:32
A Stress–Dependent Approach for Estimation of Drum–Soil Contact Areat algorithms. The contact area of the drum was estimated based on the stress distribution at the soil–drum interface for more representative pavement responses than those obtained from Hertzian models. The contact areas from this approach showed good agreement with those measured in the field.
作者: dragon    時(shí)間: 2025-3-26 22:47
Investigation on the Dynamic Response of a High-Speed Railway Tunnel Located Beneath an Airport Runwdes of transport. Some modern integrated transport hubs have been operated, and at least 32 airports in China are planning to combine air transportation with high-speed railway transportation. To realize the “seamless transfer” between the airport and the high-speed railway station, some high-speed
作者: 欄桿    時(shí)間: 2025-3-27 03:58
Influence of Shield Slurry Property on Filter Cake Quality in Sand Stratum the slurry shield tunnel project in Fuzhou, slurry pressure was determined by two different theoretical methods. Then, an indoor test was conducted to explore the influence of constituents on slurry property. The influence of slurry properties on filter cake forming process under different slurry p
作者: 蚊帳    時(shí)間: 2025-3-27 08:08
Dynamic Response and Long-Term Settlement of Four Overlapping Tunnels Subject to Train Loadhe tunnel structure can be threatened a lot by complicated dynamic response of tunnel–ground system under train load, especially in the overlapping cases. Based on a case of four overlapping tunnels in soft clay region, dynamic response of the tunnel–ground system and long-term settlement of the tun
作者: Focus-Words    時(shí)間: 2025-3-27 11:56

作者: 手段    時(shí)間: 2025-3-27 14:03
Research on Calculating Quantity of Utility Tunnel with Revit Secondary Developmentwever, the process for quantity calculation based on the design model from the utility tunnel is inefficient because of the inaccurate recognition. Issues in quantity calculation will be resolved with the method related to Revit secondary development (RSD) proposed in the paper. On the basis of Appl
作者: 疼死我了    時(shí)間: 2025-3-27 21:31
The Influence of Variation in Groundwater Table on Ground Vibrations from Underground TunnelsThe saturated porous medium is used to model the soil layer under the groundwater table, and the dry single-phase medium is applied to simulate the soil above the groundwater table. The transfer matrix method and wave transformation are applied to derive the solution for a tunnel in a dry/saturated
作者: Genome    時(shí)間: 2025-3-27 23:18
Experimental Studies on Three Types of Vibration Isolators for Buildings Near Subways first type of isolator. An elastic and closed capsule filled with sand and rubber particles is the second type of isolator. The third type of isolator is laminated thick rubber bearing with a sliding bottom. The materials and components of the three isolators are described first. Then, the vertical
作者: gruelling    時(shí)間: 2025-3-28 05:37
Dynamic Response of Floating Slab Track with Variation on Failure Position of Steel Springof floating slab track, the damage or failure of the steel spring is inevitable, which will have a bad effect on the track dynamics and vibration-mitigating effects. The steel spring’s forces were calculated by the vertical coupled dynamics model for the metro and the floating slab track. The dynami
作者: HEPA-filter    時(shí)間: 2025-3-28 07:33
The Effect of Boundary Permeability on the Dynamic Response of the Layered Saturated Ground Subjecteed analytically. The tunnel is modeled by an Euler–Bernoulli beam located between two horizontal layers. The Biot’s dynamic equations for the poroelastic soil medium are solved by utilizing the Helmholtz decomposition and Fourier transformation. Combining the boundary conditions and the continuity c
作者: 空中    時(shí)間: 2025-3-28 13:44
The Effect of Excavation Unloading on the Deformation of Existing Underlying Shield Tunnelf the tunnels due to the above unloading. The investigation showed that (1) tunnel may be uplifted owing to?the above excavation; (2) the deformation of the tunnel section due to above unloading exhibits vertical elongation and horizontal shortening, and the transversal shape of the tunnel changes f
作者: 蒸發(fā)    時(shí)間: 2025-3-28 14:40

作者: hypnotic    時(shí)間: 2025-3-28 20:44
An Experimental Study on the Estimation of Field Compaction States and Stress-Strain Properties of Uum dry density (.). of a material containing large gravels is obtained by correcting laboratory test results for specimens without large gravels. Usually, the Walker–Holtz (WH) method is used for this correction, but there are many materials whose gravel ratio (.) is 0.3 ? 0.4, which is usually cons
作者: FLING    時(shí)間: 2025-3-29 02:23

作者: decipher    時(shí)間: 2025-3-29 03:11
An Earthworks Quality Assurance Methodology Which Avoids Unreliable Correlations Yet because of its widespread usage, this now acts as an impediment to the development of alternative methods of testing. Modern geotechnical and pavement designs are based on modulus and strength values. It is, therefore, reasonable to investigate the use of alternative test methods which measures
作者: bizarre    時(shí)間: 2025-3-29 08:07
Intelligent Construction for Infrastructure—The Frameworknal construction technology is also undergoing a paradigm shift. In this paper, the term “intelligent construction” is defined, and the status quo of global transportation infrastructure construction with emerging intelligent construction technologies is summarized. The framework of intelligent cons
作者: 不能約    時(shí)間: 2025-3-29 12:49

作者: hermitage    時(shí)間: 2025-3-29 15:37

作者: flamboyant    時(shí)間: 2025-3-29 23:12

作者: 牌帶來(lái)    時(shí)間: 2025-3-30 03:50

作者: 人充滿(mǎn)活力    時(shí)間: 2025-3-30 05:38
David Thomas,Anne Gardner,John DeMarcovature of the tunnel (12,461?m) exceeds the requirements of the specification (15,000?m). Grouted reinforcement can control the uneven settlement well. Radius of curvature of the tunnel can be refined to 33,967?m, which meets the requirements of the specification.
作者: defibrillator    時(shí)間: 2025-3-30 12:05
Conflict over foreign silk filatureshe number of operating lines. Besides, the dynamic stability of soft soil was evaluated by the cyclic threshold shear strain parameters of Vucetic and the value exceeds the linear cyclic threshold shear strain. The plastic deformation of soft soil under moving train loads will accumulate obviously a
作者: 天真    時(shí)間: 2025-3-30 15:30
https://doi.org/10.1057/9781403932808d. It has shown that the results of RSD are better than that of the existing third-party calculation software, in terms of recognition accuracy and data integrity. The results of the study verified the reliability of method proposed in the paper.
作者: delegate    時(shí)間: 2025-3-30 18:27

作者: languid    時(shí)間: 2025-3-31 00:09
Conflict over foreign silk filaturestion of the track, the tunnel, and the soil notably increased when the steel spring failed at the end of the track. The tunnel acceleration with one pair of damaged springs at the end of track is 40% greater than that with the same failure springs in the middle of track.
作者: scotoma    時(shí)間: 2025-3-31 04:39

作者: 得意人    時(shí)間: 2025-3-31 08:21

作者: Eeg332    時(shí)間: 2025-3-31 09:16
Conflict and Cooperation in the Gulf Regiong AFC, compared to conventional compaction. In addition, AFC increases compaction homogeneity, which provides an embankment less sensitive to rearrangement in the serviceability limit state. Implementing this novel technique can thus reduce costs and environmental impact.




歡迎光臨 派博傳思國(guó)際中心 (http://www.pjsxioz.cn/) Powered by Discuz! X3.5
城市| 锡林郭勒盟| 台南市| 诸暨市| 玛纳斯县| 古田县| 固镇县| 万盛区| 潜山县| 泌阳县| 上蔡县| 常山县| 明溪县| 赣州市| 余干县| 水富县| 万宁市| 和顺县| 吉木乃县| 定襄县| 丹巴县| 盱眙县| 芦山县| 虎林市| 鹤庆县| 凌源市| 旺苍县| 克什克腾旗| 平果县| 皋兰县| 锦州市| 荣昌县| 苗栗市| 长治市| 松江区| 鹤岗市| 绥芬河市| 蒙城县| 进贤县| 五寨县| 瓮安县|