標(biāo)題: Titlebook: Challenges and Innovations in Geomechanics; Proceedings of the 1 Marco Barla,Alice Di Donna,Donatella Sterpi Conference proceedings 2021 Th [打印本頁] 作者: 口語 時間: 2025-3-21 19:39
書目名稱Challenges and Innovations in Geomechanics影響因子(影響力)
書目名稱Challenges and Innovations in Geomechanics影響因子(影響力)學(xué)科排名
書目名稱Challenges and Innovations in Geomechanics網(wǎng)絡(luò)公開度
書目名稱Challenges and Innovations in Geomechanics網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Challenges and Innovations in Geomechanics被引頻次
書目名稱Challenges and Innovations in Geomechanics被引頻次學(xué)科排名
書目名稱Challenges and Innovations in Geomechanics年度引用
書目名稱Challenges and Innovations in Geomechanics年度引用學(xué)科排名
書目名稱Challenges and Innovations in Geomechanics讀者反饋
書目名稱Challenges and Innovations in Geomechanics讀者反饋學(xué)科排名
作者: 草本植物 時間: 2025-3-21 21:03 作者: outset 時間: 2025-3-22 03:23 作者: blight 時間: 2025-3-22 07:43
Elasto-Plastic Numerical Analyses for Predicting Cave-Ins of Tunnels and Cavernsften occur during the excavation of tunnels and caverns, particularly those excavated in weak rocks and in highly jointed rock masses. However, cave-ins cannot be predicted by conventional elasto-plastic numerical analyses even though commercially available computer software is used. This is probabl作者: 史前 時間: 2025-3-22 12:01 作者: 完成才能戰(zhàn)勝 時間: 2025-3-22 16:18 作者: 完成才能戰(zhàn)勝 時間: 2025-3-22 17:17 作者: bonnet 時間: 2025-3-22 23:38 作者: EVADE 時間: 2025-3-23 03:57 作者: constitutional 時間: 2025-3-23 07:34
Consideration on Limit Load Space of Footing on Various Soils Under Eccentric Vertical Loadoil, using the rigid finite element method (RPFEM). For the sandy soil, the study newly introduces an interface element into the footing-soil system to properly evaluate the interaction between the footing and the soil, which greatly affects the failure mechanism of the footing-soil system. For the 作者: violate 時間: 2025-3-23 11:58
Influence of Load Inclination on Bearing Capacity of Footing Resting on Slope theories, established mainly for the plain ground, are not applicable for estimation of bearing capacity for these foundations and a reduction in the estimated bearing capacity is expected due to lesser passive resistance offered by the disturbed failure zone of the footing influenced by the slope 作者: 暴發(fā)戶 時間: 2025-3-23 13:59
Numerical Assessment of Laterally Loaded Pile Group Efficiencypacing ratio, the pile group size and the pile/soil nonlinear response. Since the earlier experimental observations of the existence of group effects it is commonly assumed that the efficiency of a pile group is less than unity and group effects tend to disappear for spacing ratios larger than 6–7. 作者: 具體 時間: 2025-3-23 21:08 作者: 作嘔 時間: 2025-3-24 01:04 作者: pellagra 時間: 2025-3-24 04:29 作者: jealousy 時間: 2025-3-24 07:27 作者: animated 時間: 2025-3-24 13:36 作者: 安撫 時間: 2025-3-24 15:03 作者: resistant 時間: 2025-3-24 19:12
https://doi.org/10.1007/978-981-13-6854-7, methodology for applying spatial and temporal evolution of geometry is described. As an example of the procedure, a case study of development of 3D model of internal landfill of open cast coal mine Bílina, Czechia is presented.作者: CLIFF 時間: 2025-3-24 23:40 作者: BAIT 時間: 2025-3-25 03:30 作者: 壓碎 時間: 2025-3-25 11:05
A Comparative Study on Stress Distributions in Physical Models Using Photo-elasticity and FEMscontinuities, slopes, foundations and underground openings in continuum and discontinuum and compared the stress states obtained from elastic finite element method. The authors present the outcomes of photo-elasticity experiments and finite element simulations. The results are compared with each other and their implications are discussed.作者: ETCH 時間: 2025-3-25 15:02
A Procedure for 3D Modelling of Very Large Geotechnical Structures: Open Cast Coal Mine Case, methodology for applying spatial and temporal evolution of geometry is described. As an example of the procedure, a case study of development of 3D model of internal landfill of open cast coal mine Bílina, Czechia is presented.作者: Expertise 時間: 2025-3-25 17:55
Centrifuge Model Simulation for Seismic Behavior of Grid-Form Deep Mixing Walls Supporting a Buildin the experimental behavior. The simulation code MuDIAN was used with the YT model as a soil constitutive equation. The behavior of the excess pore water pressure ratio, soil, and building acceleration were able to replicate the experimental behavior in general, employing soil parameters determined from the laboratory element experiments.作者: 痛苦一生 時間: 2025-3-25 22:29
Conference proceedings 2021osphere interaction, ice mechanics, landfills and waste disposal, gas and petroleum engineering,?geothermal energy, offshore technology, energy geostructures, geomechanical numerical models and computational rail geotechnics..作者: RLS898 時間: 2025-3-26 00:08
SFUD, IMPT, and Plan Robustness,dels were developed to investigate the long-term performance, and potential degradation of the wind-turbine foundation system. Modeling results when combined with field monitoring work would aid in improving the design practices or available standards to predict the service life of a wind-turbine foundation system.作者: craving 時間: 2025-3-26 07:05
Idiomaticity and Semantic Extension,e was identified as “stress disturbed”, allowing for the definition of the area requiring treatments. This case study was subsequently implemented in the risk assessment procedure for tunnel projects excavated in similar environments.作者: Lacerate 時間: 2025-3-26 11:01 作者: Audiometry 時間: 2025-3-26 14:11
Evaluation of Wind Turbine-Foundation Degradationdels were developed to investigate the long-term performance, and potential degradation of the wind-turbine foundation system. Modeling results when combined with field monitoring work would aid in improving the design practices or available standards to predict the service life of a wind-turbine foundation system.作者: 白楊魚 時間: 2025-3-26 18:51 作者: 連累 時間: 2025-3-26 21:26
Numerical Investigation of Failure Mechanism During Pullout of Root Inspired Anchorageshed and a plate anchor system. Special attention is given to the volume of mobilized soil and the shape of the failure surface generated during the anchor pullout. The numerical results are compared with those of small-scale experimental tests presented in Mallett et al. (., ., .).作者: Overstate 時間: 2025-3-27 03:02
https://doi.org/10.1007/BFb0041259subjected to loads to check their deformation and stress responses. The stress distributions and load bearing capacity of piles on Ryukyu Limestone Formation are analysed and their implications in foundation design are discussed.作者: 暗指 時間: 2025-3-27 07:53 作者: 顧客 時間: 2025-3-27 11:27
Conference proceedings 2021chers and engineers at the 16th?International Conference of the International Association for Computer Methods and Advances in Geomechanics (IACMAG 2020/21). Contributions include a?wide range of topics in geomechanics such as: monitoring and remote sensing, multiphase modelling, reliability and ris作者: fertilizer 時間: 2025-3-27 16:58 作者: anthesis 時間: 2025-3-27 20:05 作者: FLIRT 時間: 2025-3-28 01:04 作者: 令人心醉 時間: 2025-3-28 03:33
Consideration on Limit Load Space of Footing on Various Soils Under Eccentric Vertical Loadat changes in the normal stress distribution reflecting to both the eccentricity length and the friction condition were observed. Finally, new equations were proposed to determine the normalized . and the failure envelopes of both sand and clay.作者: resilience 時間: 2025-3-28 07:38 作者: 侵略者 時間: 2025-3-28 11:13
Numerical Assessment of Laterally Loaded Pile Group Efficiencyoil. This will be done by using both a BEM code recently developed by the authors and a more advanced and rigorous commercial code. Presented results may be useful for the design of laterally loaded pile groups in a displacement-based design approach.作者: 障礙物 時間: 2025-3-28 14:34 作者: 預(yù)防注射 時間: 2025-3-28 19:11
Granular Mechanics of the Active Lateral Pressure on Retaining Walls Rotating About the Top the passive chain is greater than the failure angle, the lateral pressure becomes bilinear, with the maximum value near the top, in agreement with the experimental results of several authors. Hence, the lateral force is similar to that of Coulomb, but the point of application is higher.作者: 才能 時間: 2025-3-29 02:21
Soil-Building Interaction and Risk Assessment of Existing Structures During Mechanized Tunneling Secondly, the above-ground structures are idealized by means of surrogate beam-, slab- or 3D-models. Finally, structural damage is assessed according to the computed strain pattern or the tilt of the building. This method enables the evaluation of the potential damage to above ground structures ass作者: 催眠藥 時間: 2025-3-29 03:09
2366-2557 ering,?geothermal energy, offshore technology, energy geostructures, geomechanical numerical models and computational rail geotechnics..978-3-030-64520-5978-3-030-64518-2Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: Triglyceride 時間: 2025-3-29 09:30
Idiomaticity and Semantic Extension,lyses. This computational procedure may be questionable in elasto-plastic analyses because there is no guarantee that the principle of superposition is valid for nonlinear analyses. In other words, stresses in the plastic zone must always satisfy the yielding criterion. Therefore, the stresses in th作者: GULP 時間: 2025-3-29 12:14 作者: overhaul 時間: 2025-3-29 18:55 作者: arrogant 時間: 2025-3-29 22:58
Particle and Nuclear Physics at J-PARCat changes in the normal stress distribution reflecting to both the eccentricity length and the friction condition were observed. Finally, new equations were proposed to determine the normalized . and the failure envelopes of both sand and clay.作者: Robust 時間: 2025-3-30 01:35 作者: 地殼 時間: 2025-3-30 07:11 作者: calamity 時間: 2025-3-30 11:53 作者: 有權(quán)威 時間: 2025-3-30 13:49 作者: 襲擊 時間: 2025-3-30 20:24
Elastic Scattering off Nucleons Secondly, the above-ground structures are idealized by means of surrogate beam-, slab- or 3D-models. Finally, structural damage is assessed according to the computed strain pattern or the tilt of the building. This method enables the evaluation of the potential damage to above ground structures ass作者: FACT 時間: 2025-3-30 22:12 作者: 現(xiàn)代 時間: 2025-3-31 01:56
Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/c/image/223400.jpg作者: Extemporize 時間: 2025-3-31 08:44 作者: 侵略者 時間: 2025-3-31 13:13
Rehadronisation of the Quark-Gluon Plasma“Material Factor Approach” to the stability assessment of tunnel faces. In this framework, we also propose a new unloading-based safety factor for tunnel stability, as an effective alternative to a commonly used, but faulty, loading-based safety factor.作者: 先行 時間: 2025-3-31 14:28
SFUD, IMPT, and Plan Robustness,ed service life of the tower. Foundation failures may include excessive tower movements, tilt of a tower, or even loss of contact with the ground. The state-of-the-art practice for foundation monitoring involves use of sensors such as tiltmeters, inclinometers or strain gauges at wind farms to measu作者: interference 時間: 2025-3-31 18:48 作者: 多嘴 時間: 2025-4-1 00:15
