セミナーのお知らせ
[MATセミナー開催のお知らせ]
- 開催日時：
- 2025年5月7日（水）13:00-15:00
- 使用言語:
- 英語
- 開催場所:
- 横浜研究所情報技術棟5階508 MATシアター
- 講演者:
- Zhuyuan Lin (MAT)
- タイトル:
- Application of coarse-grained molecular dynamics for understanding the rheology, structure, and instability of shallow clay-rich fault
- 概要：
- Clay minerals are commonly found on the Earth's surface as products of the chemical weathering of primary minerals. They play a critical role in controlling the rheology and stability of clay-rich faults, including shallow subduction zones. Smectite clay is known for its high water sensitivity and swelling-shrinkage behavior. Shear experiments often characterize smectite clay as frictionally weak but stable, while field observations and clay suspension experiments reveal conditional instability. Despite extensive studies on their frictional properties and fabric development, the underlying mechanisms are not fully unified. Given smectite clay’s ability to carry charge and absorb water, conventional understanding based on friction at the contact surface may not fully explain its shear resistance. A particle-level study on the microscopic shear mechanism can provide deeper insights into the behavior of clay-rich faults. In this seminar, I will introduce the methods and results of shear simulations on a model clay system using molecular dynamics. Clay platelets are simplified as oblate ellipsoids interacting via the Gay-Berne potential. The effects of normal stress and strain rate on the rheology and structure of the model clay system are investigated. Our results suggest that the typical characteristics of clay gouge, including velocity-strengthening behavior and fabric development during shear, can be observed in this simple model clay system. The shear behavior of clay can be described using a yield stress fluid model, beyond conventional considerations of sliding friction. At the end of the presentation, I will briefly explain my main research project at JAMSTEC as a postdoctoral researcher. My research aims to develop new contact models in the discrete element method for weak cohesive materials to fill the scale gap between clay and granular particles. The mixture of strong and weak materials can be applied to study heterogeneous Earth surface materials.
[MATセミナー開催のお知らせ]
- 開催日時：
- 2025年3月26日（水）13:00-15:00
- 使用言語:
- 英語
- 講演者:
- Daniel Shigueo Morikawa
[MATセミナー開催のお知らせ]
- 開催日時：
- 2025年3月5日（水）13:00-15:00
- 使用言語:
- 日本語
- 講演者:
- 西浦 泰介
[MATセミナー開催のお知らせ]
- 開催日時：
- 2025年2月26日（水）13:00-15:00
- 使用言語:
- 英語
- 講演者:
- Ettore Barbieri
[MATセミナー開催のお知らせ]
- 開催日時：
- 2025年2月5日（水）13:00-15:00
- 使用言語:
- 英語
- 開催場所:
- IT 棟 508 MAT シアター
- 講演者:
- 多賀 圭理(早稲田大学 先進理工学部 物理学科)
- タイトル:
- The pattern formation model of the tape-peeling trace by deformed adhesives
- 概要：
- It is known that when adhesive tape is peeled, the structure of the peeling front changes depending on the peeling speed, resulting in various patterns on the peeling trace. At slow peeling speeds, a tunnel structure forms as air penetrates the adhesive fluid of the tape, giving it a white appearance. At fast peeling speeds, this tunnel structure collapses, resulting in a black appearance. Particularly at intermediate peeling speeds, these two structures switch chaotically, forming a fractal pattern of spatiotemporal chaos—an intriguing phenomenon in statistical physics and nonlinear systems. Previous studies have proposed models to explain this pattern formation. However, in this study, we proposed other mechanism and formulate a model based on it. In this talk, we will first introduce our proposed model and discuss how fractal patterns emerge within it. We will then compare our model with previous models to highlight its distinctive features and similarities. Finally, we will explore the proposed model from the perspective of scaling properties. Our results suggest that the tape- peeling trace belongs to the directed percolation universality class.
[MATセミナー開催のお知らせ]
- 開催日時：
- 2025年1月15日（水）13:00-15:00
- 使用言語:
- 英語
- 開催場所:
- 横浜研究所情報技術棟5階508 MATシアター
- 講演者:
- 荒川創太 (MAT)
- タイトル:
- Numerical Investigation on the Compressive Behavior of Hierarchical Granular Piles
- 概要：
- Hierarchical granular piles composed of aggregates are key structural features in both geoscience and planetary science, from fault gouge in seismic zones to the internal structures of comets. Although experimental studies have suggested a multi-step evolution in their packing structure, this hypothesis has lacked numerical validation. In this study, we performed large-scale numerical simulations using the discrete element method to investigate the compressive behavior of hierarchical granular piles. We successfully reproduced and confirmed a three-stage evolution process: (i) rearrangement of the aggregate packing structure, (ii) plastic deformation of small aggregates, and (iii) elastic deformation of constituent particles. Additionally, we developed a semi-analytical model for the compression curve, offering insights into the compressive stages and structural dynamics.