標題: Titlebook: Challenges and Innovations in Geomechanics; Proceedings of the 1 Marco Barla,Alice Di Donna,Alessandra Insana Conference proceedings 2023 T [打印本頁] 作者: 強烈興趣 時間: 2025-3-21 19:33
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書目名稱Challenges and Innovations in Geomechanics年度引用學科排名
書目名稱Challenges and Innovations in Geomechanics讀者反饋
書目名稱Challenges and Innovations in Geomechanics讀者反饋學科排名
作者: crockery 時間: 2025-3-21 21:33 作者: 煩人 時間: 2025-3-22 00:53
Zinovy Fichtenholz,Leon L. PesotchinskyWMA additives or ASA was similar to that of the base binder. As a result, asphalt mixes containing WMA additives or ASAs are expected to sustain approximately the same level of traffic (standard traffic loads with less than 10 million ESAL traveling at more than 45 MPH).作者: Kidnap 時間: 2025-3-22 07:56
Particularly Sensitive Sea Areasproduct supplier were compared with those derived from digital-image-segmentation. With good agreement noted between the results from physical and digital segmentation techniques for the standard-size material, the methods were applied to the images obtained for a natural silt. Initial results confi作者: TIGER 時間: 2025-3-22 12:37 作者: addition 時間: 2025-3-22 16:49 作者: addition 時間: 2025-3-22 17:05
Protection of Specific Marine Areasils from all texture classes and b) continuous PTFs. The new model is found to be 19% more accurate than the model trained by the larger dataset and to provide more consistent predictions than a continuous PTF ANN model.作者: Bravado 時間: 2025-3-23 00:07 作者: 侵略者 時間: 2025-3-23 04:08
https://doi.org/10.1007/3-540-27540-1lcarenite specimens have been performed to explore the convergence of the numerical solution in the post-localization regime as the element size is reduced. The convergence study is focused on simulations with non-uniform, adaptive discretizations, exploring the convergence of the solution as the ad作者: Stagger 時間: 2025-3-23 06:31
Evaluating the Potentiality of X-ray Tomography on the Quality Assessment of Grouted Soilses between 10. and 10.?m/s) and the same void ratios, injected with a colloidal silica. Indirect tests (X-ray CT-scans) and destructive tests (unconfined compressive strength tests) were performed to assess the injection effectiveness and the grade of mechanical improvement achieved. The chosen bind作者: Silent-Ischemia 時間: 2025-3-23 12:43
Evaluation of Strain Recovery and Stress Sensitivity of Asphalt Binders Containing Warm-Mix Asphalt WMA additives or ASA was similar to that of the base binder. As a result, asphalt mixes containing WMA additives or ASAs are expected to sustain approximately the same level of traffic (standard traffic loads with less than 10 million ESAL traveling at more than 45 MPH).作者: JEER 時間: 2025-3-23 16:14 作者: adroit 時間: 2025-3-23 20:18
Monitoring of Dry Granular Flows in Unsteady State Down an Inclined Chutehe experimental observations of the flow characteristics. Clusters of spheres have been used to account for the grains’ shape in the numerical model and the contact parameters have been calibrated against experimental data. Velocity and granular temperature profiles have been considered in order to 作者: defenses 時間: 2025-3-23 22:37 作者: 高度表 時間: 2025-3-24 02:22 作者: 有權 時間: 2025-3-24 08:22
A Semi-micromechanical Framework for Anisotropic Sandsl‘s performance in predicting sand response is demonstrated under drained and undrained conditions at different stress states, relative densities and loading conditions by simulating Karlsruhe sand, and is examined through a comparison with two other sophisticated constitutive models for sand, namel作者: NAV 時間: 2025-3-24 11:00
PFEM Modeling of Strain Localization Processes in Non-local Multiplicative Plasticitylcarenite specimens have been performed to explore the convergence of the numerical solution in the post-localization regime as the element size is reduced. The convergence study is focused on simulations with non-uniform, adaptive discretizations, exploring the convergence of the solution as the ad作者: MURKY 時間: 2025-3-24 18:46
Conference proceedings 2023dams and earth?structures,?natural slopes,?mining engineering, earthquake and dynamics, soil-atmosphere interaction, ice mechanics, landfills and waste disposal, gas and petroleum engineering,?geothermal energy, offshore technology, energy geostructures and computational rail geotechnics..作者: 凝視 時間: 2025-3-24 20:38
https://doi.org/10.1007/3-540-27540-1n by Niemunis and Herle (.). For the calibration of the constitutive model, undrained triaxial tests were performed. At the end of the manuscript, the influence of reconsolidation stages on the design of monopiles and the capabilities of the constitutive model to reproduce this behavior are discussed.作者: backdrop 時間: 2025-3-25 01:39
Nichtlineare elliptische Systeme,s. Finally, the parametric study is carried out to evaluate the effect of particle breakage on the variation of damping ratio with shear strain amplitude by varying relative density, confining pressure, and breakage constant. The study reveals a relationship between the breakage constant and the damping ratio for crushable soils.作者: IRS 時間: 2025-3-25 05:48
On the Influence of Multiple Episodes of Cyclic Loading and Reconsolidation on the Behavior of Monopn by Niemunis and Herle (.). For the calibration of the constitutive model, undrained triaxial tests were performed. At the end of the manuscript, the influence of reconsolidation stages on the design of monopiles and the capabilities of the constitutive model to reproduce this behavior are discussed.作者: 博愛家 時間: 2025-3-25 11:15 作者: UTTER 時間: 2025-3-25 13:05
2366-2557 y leading experts in the field.This book gathers the latest advances, innovations, and applications in the field of computational geomechanics, as presented by international researchers and engineers at the 16th?International Conference of the International Association for Computer Methods and Advan作者: 洞察力 時間: 2025-3-25 16:27
Conference proceedings 2023chers and engineers at the 16th?International Conference of the International Association for Computer Methods and Advances in Geomechanics (IACMAG), held in Turin, Italy on August 30 - September 2, 2022. Contributions include a?wide range of topics in geomechanics such as:?laboratory and field test作者: 物種起源 時間: 2025-3-25 20:54
A Robust Solution to Address Overshooting in Bounding Surface Plasticity Modelsbust solution to the overshooting problem. The explicit integration scheme with automatic and adaptive sub-stepping is employed to increase the speed of finite element simulations. The robustness of the solution proposed is demonstrated by several numerical examples.作者: Encephalitis 時間: 2025-3-26 02:44
Assessment of Stress Paths Around Large-Diameter Loaded Piles Under Lateral Cyclic Loading normal stress and shear stress and the rotation of principal stress axis. This preliminary investigation provides recommendation for experimental campaign of tests and the Hollow Cylinder Torsional Apparatus is found enables a much better simulation, including the replication of the rotation of principal stress axes.作者: floodgate 時間: 2025-3-26 06:34
Hamburg Studies on Maritime Affairsbust solution to the overshooting problem. The explicit integration scheme with automatic and adaptive sub-stepping is employed to increase the speed of finite element simulations. The robustness of the solution proposed is demonstrated by several numerical examples.作者: 阻礙 時間: 2025-3-26 10:39 作者: ATRIA 時間: 2025-3-26 16:06
Protection of Specific Marine Areasperiments, which verified the UMAT and proved the applicability of elasto-plastic model to rocks. The three dimensional application of developed UMAT in ABAQUS provides the commercial FEM code a new optional constitutive law for the elastoplastic problems in rock mechanics.作者: cornucopia 時間: 2025-3-26 18:38
Nichtlineare elliptische Systeme,lings responses such as contractive/dilative behaviour, shear strength, pore-pressure response and soil hardening/softening behaviour was assessed. The study showed that constitutive models should be selected based on the material behaviour shown in advanced laboratory testing, rather than merely using the soil classification.作者: faddish 時間: 2025-3-26 21:08
Nichtlineare elliptische Systeme,developed calibration software outperforms the “by hand” calibration in terms of accuracy, simplifies the parameter calibration and lowers the entry hurdle for the use of the advanced constitutive models.作者: inveigh 時間: 2025-3-27 01:18
3D Finite Element Application of Elastoplastic Constitutive Model for Intact Rockperiments, which verified the UMAT and proved the applicability of elasto-plastic model to rocks. The three dimensional application of developed UMAT in ABAQUS provides the commercial FEM code a new optional constitutive law for the elastoplastic problems in rock mechanics.作者: 頭盔 時間: 2025-3-27 07:19 作者: tinnitus 時間: 2025-3-27 09:34
Automatic Parameter Calibration of Two Advanced Constitutive Modelsdeveloped calibration software outperforms the “by hand” calibration in terms of accuracy, simplifies the parameter calibration and lowers the entry hurdle for the use of the advanced constitutive models.作者: 不再流行 時間: 2025-3-27 16:31 作者: 教唆 時間: 2025-3-27 20:14
978-3-031-12853-0The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: Morose 時間: 2025-3-28 00:54 作者: Muffle 時間: 2025-3-28 05:53
Hamburg Studies on Maritime Affairsnd void ratio. Models were presented in terms of void ratio-effective stress relationship and porosity-depth trends. All theoretical expressions were derived by assuming suitable incremental compression laws. Comparison with experimental data indicates that the models can describe a number of features of the behavior of sand and sedimentary rocks.作者: 飲料 時間: 2025-3-28 10:01 作者: braggadocio 時間: 2025-3-28 13:38
Zinovy Fichtenholz,Leon L. Pesotchinsky stress-sensitivity of asphalt binders. For this purpose, a PG 58-28 asphalt binder, two different WMA additives, and two different ASAs were collected from local suppliers in Oklahoma. The amount of WMA additives and ASA were kept constant. The Multiple-Stress Creep and Recovery (MSCR) test were co作者: Console 時間: 2025-3-28 16:41 作者: BABY 時間: 2025-3-28 18:55 作者: 笨重 時間: 2025-3-29 01:55
Particularly Sensitive Sea Areasrepresentation of the soil conditions that is as close to reality as possible, subsurface investigations such as core drillings or soundings are necessary. Based on the findings of these investigation campaigns, similar soils are grouped into layers and subsequently ground models are defined, which 作者: 存在主義 時間: 2025-3-29 06:07
Protection of Specific Marine Areasnd the state of energy of soil water. Laboratory measurements of SWRC are often costly and time-consuming. Over the last two decades, artificial neural networks (ANN) have been shown to be an effective way to estimate SWRC from readily accessible soil properties. However, models are often developed 作者: 藝術 時間: 2025-3-29 09:36 作者: TRACE 時間: 2025-3-29 12:27
The Oceans – Utilisation and Conflicts theory and bounding surface (BS) plasticity is used to describe idealized micro-level soil behaviour, and a slip theory based multilaminate framework employed to create a link between the micro and macro level responses of soil. A contact normal based second order fabric tensor is used to create a 作者: 鄙視 時間: 2025-3-29 16:44
Hamburg Studies on Maritime Affairsnumerical instability in finite element simulations using bounding surface models and has hindered the application of these models in solving large-scale boundary value problems. By proposing a novel framework that can be employed for the models that obey the kinematic hardening law, we provide a ro作者: HAIL 時間: 2025-3-29 20:03 作者: Creditee 時間: 2025-3-30 03:41 作者: 一個姐姐 時間: 2025-3-30 07:49 作者: 直覺沒有 時間: 2025-3-30 11:28 作者: 正式通知 時間: 2025-3-30 12:33 作者: 纖細 時間: 2025-3-30 18:20 作者: 分開如此和諧 時間: 2025-3-30 22:32
Nichtlineare elliptische Systeme,graded version of the SANISAND model. Mostly, Analytical models for estimating damping ratio during cyclic loading focus on hard grained sands. In the present work, one such model is upgraded to predict the damping ratio considering the effect of particle breakage. An enhanced version of the SANISAN作者: 建筑師 時間: 2025-3-31 03:04
Compression Models from Elementary Incremental Lawsnd void ratio. Models were presented in terms of void ratio-effective stress relationship and porosity-depth trends. All theoretical expressions were derived by assuming suitable incremental compression laws. Comparison with experimental data indicates that the models can describe a number of features of the behavior of sand and sedimentary rocks.作者: APO 時間: 2025-3-31 08:10 作者: Glutinous 時間: 2025-3-31 09:35 作者: GAVEL 時間: 2025-3-31 15:35 作者: 貝雷帽 時間: 2025-3-31 19:11 作者: Carminative 時間: 2025-3-31 22:02
Particle Segmentation of 3D Silt Images from X-ray μ-CT for Fabric Analysiswell illustrated the influence of soil fabric on the behavior of natural silts. A research program has been undertaken with the use of, nondestructive, X-ray micro-computed tomography (μ-CT) imaging to further investigate the particulate fabric of silt. As the term soil fabric is related to the arra作者: Polydipsia 時間: 2025-4-1 04:07
Monitoring of Dry Granular Flows in Unsteady State Down an Inclined Chuteby the granular materials that descend steep slopes can put in jeopardy both people and constructions, thus entailing the need to monitor such hazards and to mitigate the risk of these events. Given the natural long runout of these unsteady flow phenomena, it could be interesting to monitor and stud
