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Titlebook: Geotechnical Engineering in the Digital and Technological Innovation Era; Alessio Ferrari,Marco Rosone,Guido Gottardi Conference proceedin

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31#
發(fā)表于 2025-3-26 23:44:57 | 只看該作者
32#
發(fā)表于 2025-3-27 02:21:40 | 只看該作者
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
33#
發(fā)表于 2025-3-27 08:56:22 | 只看該作者
34#
發(fā)表于 2025-3-27 10:48:42 | 只看該作者
35#
發(fā)表于 2025-3-27 15:44:41 | 只看該作者
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
36#
發(fā)表于 2025-3-27 18:09:42 | 只看該作者
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
37#
發(fā)表于 2025-3-27 22:14:17 | 只看該作者
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
38#
發(fā)表于 2025-3-28 05:54:26 | 只看該作者
39#
發(fā)表于 2025-3-28 10:00:13 | 只看該作者
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
40#
發(fā)表于 2025-3-28 10:57:15 | 只看該作者
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
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