Postdoctoral researcher position in coupled hydro-solid mechanics in unsaturated soils

3 year position in the newly formed Westlake Institute for Advance Study in Hangzhou China. Competitive salary ranging from 250k to 350k RMB per year, depending on experience, as well as relocation expenses. The project is focused on creating advanced modelling techniques for the complex physics of unsaturated soils. Researchers with PhD in Mathematics, Physics, Civil or Mechanical Engineering, or related fields are welcome to apply. Experience in computational methods such as Discrete Element Method, Lattice Boltzmann Method, Smooth Particle Hydrodynamics, and related methods is also highly desirable.

The Westlake Institute for Advance Study is a newly formed university with great support from the local government as well as the private sector. For more information about the Institute please visit its website http://www.wias.org.cn/english-index.html.

For information regarding this position please contact Associate Professor Sergio Torres at s.torres@westlake.edu.cn

PhD position: Hypoplastic model for unsaturated expansive clays used in simulations of bentonite homogenization for nuclear waste repositories

University: Charles University
Supervisor: David Mašín

Hypoplastic model for unsaturated expansive clays has recently been implemented into an inhouse finite element code SIFEL developed at Czech Technical University. It has been used successfully in simulating behaviour of bentonite buffer in planned nuclear waste repositories.Recently a European framework funded project BEACON has been setup to investigate the process of homogenization of bentonite blocks and pellets to guarantee adequate sealing properties of the buffer. In the proposed project it is planned to both investigate the behaviour of the buffer in laboratory experiments and to numerically model its behaviour.
Laboratory testing will be performed on newly acquired THM unsaturated oedometric apparatus, enabling to perform tests up to 150 °C. Numerical modelling will be done using SIFEL finite element code with hypoplastic constitutive model. The PhD project will thus stimulate both laboratory and numerical skills of the applicant, while he will have a freedom to decide specific orientation of the project depending on his/her interests.

Links: https://soilmodels.com/phd-position-bentonite/
https://www.stars-natur.cz/phd-positions/geology/hypoplastic-model-for-unsaturated-expansive-clays-used-in-simulations-of-bentonite-homogenization-for-nuclear-waste-repositories?back=7nlrl

Postdoctoral Research Position on coupled thermo-hydro-mechanical (THM) modeling at the University of Lorraine, France

A 18 month post-doctoral opportunity is available at GeoRessources laboratory, University of Lorraine (France). The research project aims at modeling THM processes that drive mineral deposit formation at the basement-basin interface, with a focus on unconformity-related uranium-ore deposits.

More information in the attachment:


PhD position on the hydro-mechanical couplings in clay and cement

Applications are welcomed for a PhD position in collaboration between Navier (Ecole des Ponts ParisTech) and LMT (ENS Paris-Saclay) on the hydro-mechanical couplings in clay and cement. The PhD project aims at investigating the elementary mechanisms of water-induced deformations by molecular and meso-scale simulations. Candidates should have a solid background in mechanics and physics of materials with a strong taste for numerical modeling.


More details about this PhD position in the attached document:

ALERT Workshop 2019 – Call for abstracts

The ALERT Workshop 2019 (30th Edition) will be held in Aussois from 30th September to 2nd October, 2019. Abstracts can be submitted to the three sessions. Please submit your abstracts by email directly to the coordinators using the Workshop abstract form (doc). If you wish to publish your presentation after the Workshop on the ALERT website, do not forget to agree by ticking the corresponding box in the abstract form.

Since time for the presentations is limited, only a part of the submitted abstracts can be chosen for the oral presentations. Therefore, we invite you to submit your abstract as soon as possible. The presentation can also be submitted as a poster. The abstracts of the posters will be published in a separate booklet (ISSN registered).

The deadline for the abstract submission is April 30, 2019. For any communication about your participation to the workshops, please contact the coordinators of the workshop sessions directly.

ALERT Geomaterials Workshop 2019

Session 1 “Upscaling in Geotechnical Engineering”  – 30th September 2019

(session in honor of the 70th Anniversary of Roberto Nova),

Coordinators:

Claudio di Prisco (claudio.diprisco@polimi.it) and Cristina Jommi (cristina.jommi@polimi.it) (Politecnico di Milano, Italy), Claudio Tamagnini (Università di Perugia, Italy, claudio.tamagnini@unipg.it)

 
Objectives:

The session celebrates the 70th Anniversary of Roberto Nova, one of the founders of ALERT Geomaterials and a pioneer in several branches of theoretical modeling of the mechanical behavior of geomaterials and geotechnical structures.

The aim of the workshop is to present some of the most recent developments in geotechnical modelling, with particular emphasis on upscaling procedures to obtain fundamental insight on both the behavior of materials at the macroscale and of geotechnical systems at the megascale.

The session will include (i) constitutive modelling of the hydro-chemo mechanical behavior of granular bonded/structured/cemented soils, (ii) stability conditions for geomaterials and controllability theory, from localised to diffuse mode of failures, (iii) discrete element model analyses, and (iv) soil-structure interaction problems including macro-element theory.

ALERT Workshop session 2 – 1st October 2019:

The mechanics of root-soil systems: from microscopic to macroscopic approaches

Coordinators:

Evelyne Kolb (PMMH & Sorbonne Université, evelyne.kolb@upmc.fr), Luc Sibille (3SR & Université Grenoble Alpes, luc.sibille@3sr-grenoble.fr)

Outline:

The interactions between plant root networks and soils is a wide issue involving many communities from agronomy, soil science, biophysics to soil mechanics and civil engineering. Under non-stressful biological and chemical conditions, the root growth trajectory depends strongly on the mechanical strength of the soil and on the presence of obstacles at the root scale, as root apices must exert a growth pressure to overcome the resistance to deformation of the surrounding soil. Zones of high mechanical resistance are one of the most common physical limitations to soil exploration by roots, limiting the accessibility of the plant to water and nutrients. In turn, soil micro-structure is affected by the root development. Soil particles may be dragged by the root and, more generally, local soil deformations are induced by the root growth. The transfers of water between the soil and the plant as well as the root exudates and production of mucilage change locally the soil properties and modify the distribution of the aqueous phase in the porous network.  In addition, the mechanical properties of the soil are highly dependent on the root architecture, as the hierarchical structure formed by roots traps the soil and increases its resistance to shear, reinforcing the stability of slopes or limiting the erosion at river banks.

The objective of this session is to gather people around the mechanics of root-soil systems at different scales and with various experimental techniques, modelling or theoretical approaches: at the field scale to assess the contribution of plant roots to the mechanical stability of soil layers, at the scale of the root system for characterizing, simulating and imaging the whole root architecture and the reorganizations of the soil produced by the root growth, at the scale of the root apex to understand the mechanical feedback between a slender growing object and grains and pores of the soil matrix with given packing fractions and textures.

The session will consist of invited talks, nevertheless a slot will be kept for some flash talks (typically 4 min and 2 slides per speaker) providing an overview of the various research fields in the root-soil interaction. Proposals for communications as flash talks are welcome.

Session 3 “Computational methods in snow and avalanche release mechanics”  -2nd October 2019

Coordinators : Johan Gaume (SLF Davos, Switzerland, johan.gaume@epfl.ch ), Pascal Hagenmuller (CEN, Météo-France , France, pascal.hagenmuller@meteo.fr ), François Nicot (IRSTEA, France, francois.nicot@irstea.fr ), Guillaume Chambon (IRSTEA, France, guillaume.chambon@irstea.fr )

Objectives:

This session aims at providing a thorough review of the current knowledge in snow and avalanche mechanics, spanning different scales from the snow microstructure to the slope scale associated with engineering issues.

Our present understanding of the mechanical processes leading to failure initiation and crack propagation in snow has significantly increased over the past decade, mostly by considering fracture mechanical approaches and micro-mechanical models. However, simulating snowpack instability at the slope-scale still remains extremely challenging, mostly due to the crucial importance of the snow microstructure. In this context, the objective of this session will be to present the current state of available methods applied at the different scales of interest, and to gather scientists developing numerical models to address snow and avalanche release mechanics. We plan to invite speakers having a large variety of backgrounds, from snow science, to fracture mechanics and numerical methods. The link between snow avalanches and landslides will be considered.

Program of the Workshop and school

Datasets now available at SoilModels!

At the very interesting workshop on soil cyclic behaviour at NGI, Norway, February this year, we had a dsicussion on building a database of soil parameters for different constitutive models for various soil types, so that the user can get an initial estimation of parameters based on the index properties, before he performs laboratory testing.

Continue reading →

Opening position for a Researcher: Numerical modelling in geotechnics

Job description: The successful candidate will develop research in numerical modelling of soil-structure interaction under complex loadings including dynamics. Fundamental and numerical studies will be developed in relation with experimental studies performed in Laboratoire Navier and by outside partners. In addition to the development of classical techniques for numerical modelling of materials and structures (FEM, BEM, FFT, …), the valorization of big data gathered from the monitoring of geotechnical structures will be a priority area of research. This includes the development of new tools based on artificial intelligence systems for modelling and design in geotechnics.

These research activities will make use of advanced numerical methods and will be oriented towards applications to underground structures, foundation engineering, resilience of geotechnical structures, effect of multiphysics couplings on the behavior of geomaterials (partial saturation, thermal effects, …).

The selected researcher will show a strong commitment in developing industrial partnerships and in setting up European and national research projects. He will also participate to consultant and expert activities in geotechnics.

Abstract of the ALERT Special Lecture 2019

Growth of slip surfaces (life is dangerous)

Alexander M. Puzrin, ETH Zurich, Switzerland

Growing slip surfaces are commonly encountered in the mechanisms of many natural geo-hazards, such as earthquakes, landslides, snow avalanches, tsunamis, etc.. The talk will explore the basic mechanics of progressive and catastrophic slip surface growth in a slope using recent advances in experimental, analytical and numerical approaches. Importance of the proper understanding of this phenomenon will be illustrated via the following three novel applications: (i) defining influence zones for terrestrial landslides, (ii) relating geomorphology of submarine landslides to their tsunami generating potential, and (iii) exploring plausibility of a delayed release for earthquake-triggered snow avalanches. In the process, it will be demonstrated how the slip surface growth can negatively affect life of an ordinary citizen.

Alexander M. Puzrin is Professor and Chair of Geotechnical Engineering at the ETH Zurich, Switzerland. He is engaged in the constitutive modeling of geomaterials and the analysis of progressive and catastrophic failure in soils, with applications to onshore and offshore slope stability problems.  His other interests are in development of novel sensor technologies for geotechnical monitoring and in assessment and mitigation of geotechnical eco-hazards. Professor Puzrin has been involved as an expert and consultant in large-scale onshore and offshore geotechnical projects in the UK, the US, Switzerland, Mexico, Azerbaijan, Russia, and Israel. His research papers received multiple awards from the UK Institution of Civil Engineers (ICE). He served as the Editor of Géotechnique in 2012–2015.

Open Geomechanics is open and ready to receive submissions

Open Geomechanics — a peer reviewed, non-profit, open-access journal in geomechanics run by geomechanics researchers — is open and inviting publications.

https://opengeomechanics.centre-mersenne.org/

High quality research submissions (in any geomechanics related topics such as analytical, numerical or experimental studies) or case studies, negative results, as well reproducibility studies are welcome.

If you believe that the large publishing houses are exploiting their positions of power, and believe in free and open communication of scientific results, please support this young journal in its early  days and submit your next paper to us.