標題: Titlebook: Geotechnical Engineering in the Digital and Technological Innovation Era; Alessio Ferrari,Marco Rosone,Guido Gottardi Conference proceedin [打印本頁] 作者: aggression 時間: 2025-3-21 17:59
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書目名稱Geotechnical Engineering in the Digital and Technological Innovation Era被引頻次
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書目名稱Geotechnical Engineering in the Digital and Technological Innovation Era讀者反饋
書目名稱Geotechnical Engineering in the Digital and Technological Innovation Era讀者反饋學科排名
作者: 黃油沒有 時間: 2025-3-21 21:50 作者: 嘲笑 時間: 2025-3-22 00:43 作者: Keratectomy 時間: 2025-3-22 04:41 作者: 優(yōu)雅 時間: 2025-3-22 09:50
Trends, Techniques, Testing, Tribulations, Tasks, Trajectories: The Saga of Data in the Evolution ofical systems. Though non-deterministic approaches have widely proved to be instrumental in cost-performance optimization, they are still not well understood and implemented by geotechnical researchers and practitioners. The main difficulties encountered in the transition to the non-deterministic par作者: Assemble 時間: 2025-3-22 13:40
Cyclic Behavior of Sand Stabilized by Colloidal Silica: Effects of Sample Preparation and Energy–Basliquefiable soils with a harmless, low–viscosity, silica–based grout, forming a silica gel among soil particles after a certain time. This study discusses the effects of two techniques used for sample preparation on the cyclic response of stabilized sand by means of undrained cyclic triaxial test. M作者: Assemble 時間: 2025-3-22 18:23
Tensio-Inclinometer: A Deployable Wireless Device to Underpin Early Warning Systems for Rainfall-Indrmance due to false alarms generated by rainfall thresholds inevitably conservative. The accuracy of LEWS may be significantly enhanced by monitoring soil-based variables associated with the stress-strain response of the ground. The paper presents a novel Tensio-inclinometer specifically developed t作者: deactivate 時間: 2025-3-23 00:51 作者: 笨拙處理 時間: 2025-3-23 01:57 作者: 填滿 時間: 2025-3-23 07:30
Small Scale Experimental Tests and?Simplified Modelling of?Horizontal Loading Tests on?Embedded Founading paths at constant vertical load have in particular been considered, with specific reference to operational conditions characterized by relatively high values of the static factor of safety with respect to vertical bearing capacity (approximately from 2 to 10), as it often happens for common di作者: FEAT 時間: 2025-3-23 10:08
Physical Modelling of Backward Erosion Piping for the Development of Natural-Based Mitigation Strateiven by various factors, all possibly concurring in the collapse during an extreme event. Among the possible mechanisms that may lead the structure to failure, the onset and progression of erosion phenomena are certainly relevant for the performance of the embankment. When erosion occurs in a sandy 作者: Sleep-Paralysis 時間: 2025-3-23 17:46 作者: 性行為放縱者 時間: 2025-3-23 18:50 作者: 時間等 時間: 2025-3-24 00:25
Calibration Tests of a Shaking Table Apparatus for Testing Large Scale Geotechnical Modelssystem for soil deposition, has been set up at the University of Messina and several calibration tests have been carried out. The paper describes the results of those aimed at (i) calibrating the soil deposition system and (ii) checking that the servo-hydraulic control system is capable to accuratel作者: Kidnap 時間: 2025-3-24 03:26 作者: forestry 時間: 2025-3-24 07:45
On the Post-peak Behaviour of Remoulded and Jointed Clay Samples During Triaxial Compression Testslay and Speswhite Kaolin in remoulded and reconstituted conditions, through the execution of unconventional triaxial tests. The collected results clearly show the influence of the degree of pre-consolidation and the joints on the mechanical behaviour of the geomaterials, and in particular on the she作者: 令人心醉 時間: 2025-3-24 14:21 作者: 愛社交 時間: 2025-3-24 16:07 作者: arthroplasty 時間: 2025-3-24 19:07
Springer Series in Geomechanics and Geoengineering384129.jpg作者: 負擔 時間: 2025-3-25 02:22 作者: CHASE 時間: 2025-3-25 06:29 作者: harangue 時間: 2025-3-25 07:53
Schnellbestimmung von Sulfaten im Kalkstein,d spacing, can be acquired by different measuring methods. Rock masses, by their nature, are discontinuous, inhomogeneous, anisotropic materials and the parameters characterizing them show a natural randomness due to both aleatory variability and epistemic uncertainties. In order to reduce the epist作者: 時代錯誤 時間: 2025-3-25 15:44 作者: 入伍儀式 時間: 2025-3-25 19:15 作者: 不利 時間: 2025-3-25 20:58 作者: Graduated 時間: 2025-3-26 02:02
https://doi.org/10.1007/978-3-031-13769-3he soil layer. The results highlight a certain positive correlation between a representative secant stiffness of the tests and their ultimate toppling resistance in case of very deformable soils. More uncertain trends are instead observed in case of stiffer granular materials. Although still not ref作者: ear-canal 時間: 2025-3-26 06:48 作者: 易受騙 時間: 2025-3-26 12:13
https://doi.org/10.1007/978-3-663-08465-5 are already rather established. A newly designed physical modelling approach is currently under development at the Bologna University geotechnical laboratory. The main aim of the model is to investigate the effect of innovative and sustainable countermeasures against BEP. The experimental activitie作者: CALL 時間: 2025-3-26 16:38
Aktueller Stand der Mammachirurgie,mpedance modulus and the water content with remarkable repeatability performances, confirming the efficacy and reliability of the technique for the geotechnical application under study..The novel device appears to be a promising alternative to traditional water content field measuring instruments, w作者: 使絕緣 時間: 2025-3-26 20:36
Entwicklungen in der endokrinen Chirurgiear-surface portion of the soil temporarily undergoes significant temperature variations; soil organic matter decreases as the temperature of exposure increases; soil shear strength and soil infiltration characteristics show relevant changes as both the duration of the treatment and the time after th作者: OASIS 時間: 2025-3-26 23:44 作者: Frisky 時間: 2025-3-27 02:21
Demand Hazard Curves for the Assessment of Seismic Induced Slope Displacements in Ischia Islandallowed the construction of specific demand hazard curves expressed in terms of annual rate of exceedance of permanent earthquake induced slope displacement. These curves can be a useful tool to be used by both planners and designers. The resulting hazard maps, based on a probabilistic approach, rep作者: ASSET 時間: 2025-3-27 08:56 作者: 斑駁 時間: 2025-3-27 10:48 作者: BLANC 時間: 2025-3-27 15:44
Tensio-Inclinometer: A Deployable Wireless Device to Underpin Early Warning Systems for Rainfall-Inde physical model where instability of a shallow silt layer was triggered by artificial rainfall. It is shown that pre-failure deformation, as detected by the tilting of the tensiometer shaft, is an adequate landslide precursor and that combined suction and rotation measurements can provide soil-base作者: 借喻 時間: 2025-3-27 18:09
First Experiences with Gel-Push Sampler for Testing Coarse Alluvial Soils Under a River Levee reliable for obtaining good samples in almost all the different types of soils, with some limitations in sand mixed with gravel. At the same time, the small amount of gel which permeates the soil during sampling can easily be removed during laboratory tests without effects on the parameter determin作者: hyperuricemia 時間: 2025-3-27 22:14
Small Scale Toppling Tests on Simplified Tree Root Prototypeshe soil layer. The results highlight a certain positive correlation between a representative secant stiffness of the tests and their ultimate toppling resistance in case of very deformable soils. More uncertain trends are instead observed in case of stiffer granular materials. Although still not ref作者: 草率男 時間: 2025-3-28 05:54 作者: Triglyceride 時間: 2025-3-28 10:00
Physical Modelling of Backward Erosion Piping for the Development of Natural-Based Mitigation Strate are already rather established. A newly designed physical modelling approach is currently under development at the Bologna University geotechnical laboratory. The main aim of the model is to investigate the effect of innovative and sustainable countermeasures against BEP. The experimental activitie作者: landfill 時間: 2025-3-28 10:57
A Prototype to Measure Water Content in Pyroclastic Soil Coversmpedance modulus and the water content with remarkable repeatability performances, confirming the efficacy and reliability of the technique for the geotechnical application under study..The novel device appears to be a promising alternative to traditional water content field measuring instruments, w作者: 過分自信 時間: 2025-3-28 18:30 作者: Limpid 時間: 2025-3-28 22:45
Hydro-Mechanical Characterization of a Shale by Unusually High-Pressure Oedometric Testse flow direction, the geomaterial showed consistently very low hydraulic conductivity. The collected results provided fundamental elements for the safety case of underground construction of deep radioactive waste repositories in deep Opalinus Clay shale.作者: 催眠藥 時間: 2025-3-29 01:44
1866-8755 nfrastructures and advances in risk mitigation strategies, and eco-friendly solutions for soils and rocks stabilization...This book is intended forpostgraduate students, researchers, and practitioners working on geotechnical engineering and related areas..978-3-031-34763-4978-3-031-34761-0Series ISSN 1866-8755 Series E-ISSN 1866-8763 作者: overrule 時間: 2025-3-29 06:02 作者: PET-scan 時間: 2025-3-29 09:47
https://doi.org/10.1007/978-3-658-38437-1lar, experimental data obtained by centrifuge tests as well as numerical results of advanced 3D finite element calculations are described. Finally, a case-history related to the excavation of the Milan metro line 5 is also discussed, with a focus on monitoring records and possible optimisation of settlement sensors by inverse analysis.作者: AMPLE 時間: 2025-3-29 14:56
Some Remarks on the Response of Framed Structures to Tunnelling in Coarse-Grained Soilslar, experimental data obtained by centrifuge tests as well as numerical results of advanced 3D finite element calculations are described. Finally, a case-history related to the excavation of the Milan metro line 5 is also discussed, with a focus on monitoring records and possible optimisation of settlement sensors by inverse analysis.作者: Tempor 時間: 2025-3-29 17:18
978-3-031-34763-4The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: Salivary-Gland 時間: 2025-3-29 22:10 作者: jaundiced 時間: 2025-3-30 03:57
https://doi.org/10.1007/978-3-031-34761-0Geotechnical Engineering; CNRIG23; Italian Geotechnical Society; New Technologies in Geotechnical Labor作者: 機密 時間: 2025-3-30 04:16
https://doi.org/10.1007/978-3-658-38437-1lar, experimental data obtained by centrifuge tests as well as numerical results of advanced 3D finite element calculations are described. Finally, a case-history related to the excavation of the Milan metro line 5 is also discussed, with a focus on monitoring records and possible optimisation of se作者: 繼承人 時間: 2025-3-30 09:40
Entwicklung von Open-Source-Medizinprodukten the volcanic island of Ischia adopting a multi-hazard approach. Ischia was frequently interested by instability caused by both hydro-meteoric and seismic events, the latest of which occurred with an unusual spatial and temporal concentration in 2009, 2017 and 2022 in the same area of Casamicciola. 作者: 防止 時間: 2025-3-30 13:36
Kompetenzen des Klassenmanagements (KODEK)e management of waste and carbon dioxide generated from energy use. These applications often involve the need to consider the behaviour of the involved geomaterials under complex - and often extreme – conditions, involving a series of coupled mechanical, hydraulic, chemical and thermal phenomena. Th作者: 向外供接觸 時間: 2025-3-30 20:15 作者: finale 時間: 2025-3-30 22:28 作者: Truculent 時間: 2025-3-31 04:40 作者: discord 時間: 2025-3-31 06:05
Die Bedeutung der Zwischenzellen,rmance due to false alarms generated by rainfall thresholds inevitably conservative. The accuracy of LEWS may be significantly enhanced by monitoring soil-based variables associated with the stress-strain response of the ground. The paper presents a novel Tensio-inclinometer specifically developed t作者: 樹木中 時間: 2025-3-31 11:54
