標(biāo)題: Titlebook: Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis; Proceedings of the 5 Adam Sevi,Jose Neves,Honghua Zha [打印本頁] 作者: 民俗學(xué) 時(shí)間: 2025-3-21 16:51
書目名稱Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis影響因子(影響力)
書目名稱Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis影響因子(影響力)學(xué)科排名
書目名稱Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis網(wǎng)絡(luò)公開度
書目名稱Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis被引頻次
書目名稱Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis被引頻次學(xué)科排名
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書目名稱Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis年度引用學(xué)科排名
書目名稱Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis讀者反饋
書目名稱Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis讀者反饋學(xué)科排名
作者: 使高興 時(shí)間: 2025-3-21 23:30
https://doi.org/10.1007/978-3-031-60373-0 to decrease exponentially with the g-level, and a relationship between the normalised penetration resistance and g-level is therefore proposed with comparisons of data from DEM simulation. Correlations between soil properties and CPT measurements are thus modified for the interpretation and applica作者: Servile 時(shí)間: 2025-3-22 02:06 作者: vitreous-humor 時(shí)間: 2025-3-22 06:45 作者: 雜役 時(shí)間: 2025-3-22 11:42
https://doi.org/10.1007/978-1-349-27476-5 the retention rate of slurry in the water flow velocity (0.4?m/s) is 95%. According to the analysis of GT-1 grouting material and the position of water and mud inflow, the arrangement of grouting holes, grouting parameters and safety control in the process of grouting are designed, the grouting par作者: Fester 時(shí)間: 2025-3-22 16:36
https://doi.org/10.1057/9780230376465ed for the Korogwe-Mombo road section along the T2 trunk road that connects Tanzania’s business hub of Dar es Salaam with the northern regional cities. The T2 trunk road is also used by heavy vehicles travelling to and from the neighbouring countries of Kenya and Uganda. This study found inter alia 作者: Fester 時(shí)間: 2025-3-22 17:19
https://doi.org/10.1007/978-3-642-78978-6been made to determine the optimal width of the geosynthetic reinforcement within the granular cover. Therefore, in this paper, an attempt is made to present effect of width of geosynthetic layer on the load distribution over the tunnel lining. The study has been carried out by developing a numerica作者: Capture 時(shí)間: 2025-3-22 22:57
https://doi.org/10.1007/978-3-031-59563-9us and a remarkable decrease in permanent deformation for the treated samples, depending on soil type. Further, the PAM used herein was shown to enhance the sealing capacity of the soils with the rise of water table, and dramatically improved the abrasion resistance for all the soils tested.作者: Freeze 時(shí)間: 2025-3-23 01:45
https://doi.org/10.1007/978-94-010-2007-7gainst measurements taken at the site. Special attention is given to numerically simulating processes involved in the underground movements. It is shown that none of the models listed above can reasonably predict the surface subsidence profile.作者: spinal-stenosis 時(shí)間: 2025-3-23 08:25 作者: Infusion 時(shí)間: 2025-3-23 11:06
The Philosophy of Chinese Military Culturee between the derived orbits using MSIS-86 and the CNES orbits was 0.842?cm in the radial direction, and 3.899?cm in three dimensions (3D). This study will provide valuable references for the LEO satellites with similar altitude and surface, especially for the other HY-2 series satellite of China.作者: Generosity 時(shí)間: 2025-3-23 15:57 作者: chronology 時(shí)間: 2025-3-23 18:55 作者: 攤位 時(shí)間: 2025-3-24 01:51 作者: Indolent 時(shí)間: 2025-3-24 03:59 作者: heirloom 時(shí)間: 2025-3-24 06:53 作者: mydriatic 時(shí)間: 2025-3-24 12:26 作者: facetious 時(shí)間: 2025-3-24 17:14
Grouting Material Development and Treatment of Water and Mud Inflow Caused by TBM Tunneling in Faul the retention rate of slurry in the water flow velocity (0.4?m/s) is 95%. According to the analysis of GT-1 grouting material and the position of water and mud inflow, the arrangement of grouting holes, grouting parameters and safety control in the process of grouting are designed, the grouting par作者: GRAVE 時(shí)間: 2025-3-24 21:55 作者: vitrectomy 時(shí)間: 2025-3-25 00:45
Effect of Width of Geosynthetic Reinforcement within the Granular Cover on the Load Distribution ovbeen made to determine the optimal width of the geosynthetic reinforcement within the granular cover. Therefore, in this paper, an attempt is made to present effect of width of geosynthetic layer on the load distribution over the tunnel lining. The study has been carried out by developing a numerica作者: 倫理學(xué) 時(shí)間: 2025-3-25 04:34 作者: MELD 時(shí)間: 2025-3-25 10:29
Numerical Simulation of Surface Subsidence After the Collapse of a Mine,gainst measurements taken at the site. Special attention is given to numerically simulating processes involved in the underground movements. It is shown that none of the models listed above can reasonably predict the surface subsidence profile.作者: Mystic 時(shí)間: 2025-3-25 13:24
Investigation and Numerical Simulation Analyses of the Landslides in Terrace Formation,vel and/or mud flow based on the investigated profiles and the numerical simulations. The estimated length of scouring was about 20?m long. The possible mechanism of failure for this length of scouring could be due to multiple retrogressive failures after toe scouring based on the numerical modeling作者: Cosmopolitan 時(shí)間: 2025-3-25 17:42 作者: Locale 時(shí)間: 2025-3-25 23:46
In Situ Test of Traffic-Load-Induced Settlement of Alluvial Silt Subsoil Treated by Unslaked Lime,er, the wheel-load-induced dynamic stress and excess pore water pressure in the substratum decreases. The decrease of excess pore water pressure reduces the cumulative settlement of unslaked lime treated subsoil. For short-term cumulative settlement, there are differences between tested and calculat作者: reaching 時(shí)間: 2025-3-26 04:13 作者: Arteriography 時(shí)間: 2025-3-26 07:53 作者: 脫落 時(shí)間: 2025-3-26 11:35
https://doi.org/10.1057/9780230511170ation). Through the analyses of the test results, it is concluded that the degrees of aging are much higher for asphalt samples from the field than those samples from lab aging simulations (i.e. RTFOT test).作者: lipids 時(shí)間: 2025-3-26 15:51
2366-3405 for presentation to senior undergraduate and post-graduate sThe book presents a compilation of studies regarding applied geomechanics, mining, and excavation analysis and simulation. The material is suitable for presentation to senior undergraduate and post-graduate students in both mining and geolo作者: biosphere 時(shí)間: 2025-3-26 20:17 作者: Mets552 時(shí)間: 2025-3-27 00:21
Conference proceedings 2019owledge in their area of specialisation. Papers were selected from the 5th GeoChina International Conference on Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, held in July 23-25, 2018 in Hang Zhou, China.作者: Alveoli 時(shí)間: 2025-3-27 02:22
Ryan M. Nefdt,Carita Klippi,Bart Karstenstions. The proposed analytical method is also used to evaluate an in situ project from literature. The results by presented analytical method are in good agreement with numerical results and in situ data from literature. So the proposed analytical method can be used to evaluate the stress state in backfilled stopes.作者: nauseate 時(shí)間: 2025-3-27 06:40
The Philosophy of Conspiracy Theoriesnt of bearing capacity of the soil. The failure modes of the specimens indicate that the fibers have restricted the bulging and shearing zones of specimens compacted at 35 and 85% relative density, respectively.作者: Stricture 時(shí)間: 2025-3-27 11:05
Analytical Method to Evaluate the Stress State Within Vertical Backfill,tions. The proposed analytical method is also used to evaluate an in situ project from literature. The results by presented analytical method are in good agreement with numerical results and in situ data from literature. So the proposed analytical method can be used to evaluate the stress state in backfilled stopes.作者: encyclopedia 時(shí)間: 2025-3-27 16:30 作者: 貝雷帽 時(shí)間: 2025-3-27 18:51
Comparative Analysis on the Effect of Asphalt Film Aging Test and Actual Production, Transportationation). Through the analyses of the test results, it is concluded that the degrees of aging are much higher for asphalt samples from the field than those samples from lab aging simulations (i.e. RTFOT test).作者: APRON 時(shí)間: 2025-3-27 22:13 作者: SUGAR 時(shí)間: 2025-3-28 03:39
Magneto-Gravity Simulation of Cone Penetration Test in Cohesionless Soil Under Small Gravity Fieldsloration outside the Earth. The fundamental understanding of the mechanisms related to the small gravity fields and the specific space regolith is the key to further plans for outpost construction and resource utilization, as well as the site investigation. Cone penetration test is believed to serve作者: 可卡 時(shí)間: 2025-3-28 06:51
The Effect of Several Parameters on the Behavior of Asphalt Mixture in Libya,n climate. This study is to evaluate the effect of some parameters on the performance of the asphalt mixture in hot arid weather as Libya. Two asphalt concrete mixtures were designed using two different binders, Performance Grade binder (PG70-10) and Pen Grade System (B60/70). These mixtures were fo作者: 心胸狹窄 時(shí)間: 2025-3-28 13:49
Review and Analysis on Using the Analytical Approaches for Predicting the Pavement Performance,n the pavement deteriorates not only due to the combined effects of traffic loading and environmental conditions but also its failure takes place due to deficiencies construction, materials, and maintenance. Predicting pavement performance before its actual execution is possible with the help of ana作者: 反叛者 時(shí)間: 2025-3-28 18:18
Grouting Material Development and Treatment of Water and Mud Inflow Caused by TBM Tunneling in Faulgineering. The common solving method is to disassemble the cutterhead and tunnel shield of TBM, which can result in the unstability of the surrounding rock in the process of disassembly. Grouting without disassembly is a practicable method to reinforce the surrounding rock and reduce water inflow. H作者: Asparagus 時(shí)間: 2025-3-28 22:34
Traffic Data Characterization for Road Rehabilitation: A Case Study of the Korogwe-Mombo Road Sectiestimation of the traffic load spectra, as they cause the most structural damage to pavements. As part of the pavement design process, heavy vehicle volume and axle load surveys are typically carried out to assist with the accurate estimation of the cumulative traffic loading over a pavement design 作者: enhance 時(shí)間: 2025-3-29 00:13 作者: 使痛苦 時(shí)間: 2025-3-29 05:23 作者: 多嘴 時(shí)間: 2025-3-29 09:24
Analytical Method to Evaluate the Stress State Within Vertical Backfill,aluating the stress state in backfill is a critical step for design of backfilled stopes. An analytical method to evaluate the stress is proposed in this paper. Nonuniform distribution of vertical stress is considered in this method. The trajectory of minor principle stress in the fill from the cent作者: 形容詞詞尾 時(shí)間: 2025-3-29 11:41
Numerical Simulation of Surface Subsidence After the Collapse of a Mine,his paper, a computer model is used to predict surface subsidence after the controlled collapse of a coal mine at Naburn in North Yorkshire, England. Scarcity of data on the characteristics of deep underground distressed and caved zones around coal mining excavations makes the numerical prediction o作者: Climate 時(shí)間: 2025-3-29 17:54
A New Method Based on PFC3D and Hierarchical Modeling for Pile Foundation Analysis,of finite element method, using smaller particles for concerned part and use larger particles for the part which is close to the model boundary. By adjusting the micromechanical parameters of the particles, the macroscopic mechanical properties of the soils constituted by different particle diameter作者: 微生物 時(shí)間: 2025-3-29 20:06 作者: 凹槽 時(shí)間: 2025-3-30 01:51 作者: 娘娘腔 時(shí)間: 2025-3-30 08:00 作者: absorbed 時(shí)間: 2025-3-30 12:06
Experimental Study on Shear Strength Behavior of Glass Fiber-Reinforced Sand,sand. Fibers up to 4% was mixed uniformly with the sand and then compacted into triaxial test specimens having soil relative densities ranging from 35 to 85%, prior to testing. The effects of fiber content, soil relative density and confinement pressure were investigated. The results indicate that w作者: Diskectomy 時(shí)間: 2025-3-30 14:40
Comparative Analysis on the Effect of Asphalt Film Aging Test and Actual Production, Transportation(RTFOT) and/or thin film oven test (TFOT) tests were commonly used to determine the performance of asphalt aging in the laboratory. In this paper, the samples from the field (through actual mixing, transporting, and placing) were tested and compared with the samples from the lab (through RTFOT simul作者: 陰謀小團(tuán)體 時(shí)間: 2025-3-30 20:05 作者: 喪失 時(shí)間: 2025-3-30 23:01
https://doi.org/10.1007/978-3-319-95645-9Applied Geotechnics; Excavation; Geotechnical Engineering; Mining; Numerical Simulation; Prediction; Tunne作者: 顛簸地移動 時(shí)間: 2025-3-31 04:07 作者: Guaff豪情痛飲 時(shí)間: 2025-3-31 05:25
https://doi.org/10.1007/978-3-030-90602-3n climate. This study is to evaluate the effect of some parameters on the performance of the asphalt mixture in hot arid weather as Libya. Two asphalt concrete mixtures were designed using two different binders, Performance Grade binder (PG70-10) and Pen Grade System (B60/70). These mixtures were fo作者: 侵略主義 時(shí)間: 2025-3-31 11:12
The Philosophical Thought of Wang Chongn the pavement deteriorates not only due to the combined effects of traffic loading and environmental conditions but also its failure takes place due to deficiencies construction, materials, and maintenance. Predicting pavement performance before its actual execution is possible with the help of ana作者: Hyperalgesia 時(shí)間: 2025-3-31 15:26
https://doi.org/10.1007/978-1-349-27476-5gineering. The common solving method is to disassemble the cutterhead and tunnel shield of TBM, which can result in the unstability of the surrounding rock in the process of disassembly. Grouting without disassembly is a practicable method to reinforce the surrounding rock and reduce water inflow. H作者: SSRIS 時(shí)間: 2025-3-31 19:36
https://doi.org/10.1057/9780230376465estimation of the traffic load spectra, as they cause the most structural damage to pavements. As part of the pavement design process, heavy vehicle volume and axle load surveys are typically carried out to assist with the accurate estimation of the cumulative traffic loading over a pavement design 作者: humectant 時(shí)間: 2025-3-31 23:49
https://doi.org/10.1007/978-3-642-78978-6ls with linings are often constructed in transportation and hydraulic engineering. For the design of tunnel lining, it is essential to know the load over the lining. Load distribution over the buried structures has been investigated scientifically during the past several decades. The method of inves作者: Ceremony 時(shí)間: 2025-4-1 05:33
