María Pico
@IsotropicMaria
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Ph.D. student at Charles University | Constitutive modeling | unsaturated soils| THM 👩🏻💻 I like dancing in my anisotropic times 🇨🇴
Prague, Czech Republic
Joined September 2022
📢📢Together with prof. Mašín, we developed a hypoplastic constitutive model for predicting temperature and suction effects on the behavior of fine-grained soils under monotonic and cyclic loading📢📢. Now available: https://t.co/5YjVj0h6qG
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This week I had the opportunity to attend the 3rd international conference on Energy Geotechnics. It was such an amazing event to learn and meet experts in this area! Thanks for the organizers for such amazing even! #EnergyGeotechnics
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Today I had the opportunity to attend to a lecture by @IGT_Medicus ✨ thanks for spending time on doing your great animations. They have helped me so much to understand constitutive modeling ✨
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Memories from the 35th ALERT workshop and Doctoral School!It was a great opportunity to share my research on numerical modeling the coupled THM behavior of fine-grained soils using hypoplasticity. A week full of interesting discussions, meeting new people and breathtaking views.
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🤩 I am looking forward to the ALERT Olek Zienkiewicz school 2025 in Prague: 💥 CONSTITUTIVE MODELLING OF GEOMATERIALS 💫 Register soon ⬇️ https://t.co/4wunm6Si5M
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Happy to attend this year’s ALERT doctoral school about numerical methods in geomechanics 🤩🤩
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The @Keller_NA Sustainability Series is back next week with Alessandro Rotta Loria of @cee_nwu talking energy geotechnics - FREE registration as always at Eventbrite! July 16 at 2pm ET on the G-I Youtube channel! https://t.co/5cgLplAitu
eventbrite.com
Join Keller and the Geo-Institute for a 5 part series this spring and summer on sustainability in geotechnical engineering!
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That is very cool. Finite Elements. https://t.co/ruT6hbLYUk
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🙀📈1D hypoplastic model: https://t.co/p8d9QukL8Z different loading & unloading behavior from a single equation loading: σ=0 -> stiffness=E σ=σ_max, Δε = |Δε| -> stiffness=0 unloading: σ=σ_max, Δε= -|Δε| -> stiffness=2E #AnimatingSoilModels using @geogebra🧮🙏
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I have been uploading "live" solutions for my #geomechanics class/notes ( https://t.co/5kAObaNtCH) on @GoogleColab based on #python and #jupyternotebooks. Stop by and check them out! https://t.co/LAkkUphTsk Ch. 4 to 8 to be uploaded soon... Advanced geomechanics in the works too!
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Simple Software and Tutorials for understanding, testing, debugging, implementing, developing material models in elementtests with syntax of Abaqus UMAT available under https://t.co/D4rDZQHdAT
linkedin.com
Dear Material Models Community, for quite some time now, I have aimed to bring users and new developers of material models closer to #testing, #debugging and #understanding these intricate equations....
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Statement of Charles University on the shooting at the Faculty of Arts of Charles University Today in the afternoon, a completely unprecedented situation occurred at Charles University (CU) and its Faculty of Arts, where not only injuries but also casualties occurred. 🧵1/X
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The Endowment Fund of Charles University announces a fundraiser to support the families of the victims, teachers and students affected by the shooting at the Faculty of Arts of Charles University. You can donate here: https://t.co/wxh6DgqlQk
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I missed #AnimatingSoilModels. So I visualised Mohr's circle with @geogebra. In the interactive figure you can vary the radius and move point A and centre point C: https://t.co/YpWZqyKfgH
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literally 🤯
1/n. We were discussing this comic by @xkcd while examining simulated lunar regolith, today. It came from this great piece about research by physicist Dr. Karen Daniels on why SAND PHYSICS is so dang difficult. (THREAD) https://t.co/UV0YmPx3fm
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