断层区域结构和断层缺陷的弱点
Cristiano Collettini1, André Niemeijer, Cecilia Viti
1Geologia Strutturale e Geofisica, Dipartimento di Scienze della Terra Università degli Studi di Perugia, 06100, Perugia, Italy. colle@unipg.it
Nature
|December 18, 2009
概括
带有叶子的断层岩石由于沿着富含花酸盐的表面滑动而异常弱. 这种脆弱的摩擦削弱机制解释了断层的弱点,即使是最小的弱矿物质含量.
科学领域:
- 地质地质地质地质地质地
- 构造学 构造学 构造学 构造学
- 岩石机械学 岩石机械学
背景情况:
- 地断层的摩擦强度比实验室测试表明的要弱.
- 现有的故障弱点解释 (例如,高流体压力,动态过程) 是不够的.
- 半静态减弱机制对于无地震滑动和错误定向断层的启动滑动是必要的.
研究的目的:
- 基于其自然结构的断层岩石中研究一种脆弱的摩擦削弱机制.
- 为了提供实验室证据,在完整的断层岩石中发现断层弱点,在它们的in situ几何结构中切割.
主要方法:
- 切割完整的断层岩石在其in-situ几何学中的切割.
- 剪切样本的微和纳米结构分析.
- 叶状岩石和粉状岩石样本之间的摩擦强度的比较.
主要成果:
- 完整的断层岩石具有发达的叶子表,比它们的粉状对应物显著弱.
- 摩擦滑动发生在细粒度的富含纤维酸盐的叶片 (滑石和石) 上.
- 粉末样本表现出高摩擦强度,与灾难性变形相一致.
结论:
- 断层的弱点可能是由于岩层结构中的薄弱的富含酸盐表面网络的滑动而产生的.
- 这种机制解释了断层弱点,即使弱矿物质构成了断层岩石的很小比例.
- 叶状断层岩石的流行表明,这是脆弱地断层减弱的可行解释.
更多相关视频
07:39The Role of Fabric in Frictional Properties of Phyllosilicate-Rich Tectonic Faults
Published on: November 6, 2021
2.7K
12:18Co-localizing Kelvin Probe Force Microscopy with Other Microscopies and Spectroscopies: Selected Applications in Corrosion Characterization of Alloys
Published on: June 27, 2022
4.2K
相关概念视频
Stress-Strain Diagram - Brittle Materials
4.6K
Brittle materials, including glass, cast iron, and stone, exhibit unique characteristics. They fracture without considerable change in their elongation rate, indicating that their breaking and ultimate strength are equivalent. Such materials also show lower strain levels at the point of rupture. The failure in brittle materials predominantly results from normal stresses, as evidenced by the rupture created along a surface perpendicular to the applied load. These materials do not display...
4.6K
Fatigue
1.1K
Fatigue occurs when materials rupture under repeated or fluctuating loads, even at stress levels far below their static breaking strength. It typically results in brittle failure, even for ductile materials. It is a critical consideration in designing machines and structural components subjected to repetitive or varying loads. The nature of these loadings can range from fluctuating loads like unbalanced pump impellers causing vibrations to repeatedly bending a thin steel rod wire back and forth...
1.1K
Yield Criteria for Ductile Materials under Plane Stress
839
In designing structural elements and machine parts using ductile materials, it is crucial to ensure that these components withstand applied stresses without yielding. Yielding is initially determined through a tensile test, which evaluates the material's response to uniaxial stress. However, tensile stress is insufficient when components face biaxial or plane stress conditions This condition requires advanced criteria to predict failure.
The Maximum Shearing Stress Criterion, also known as...
The Maximum Shearing Stress Criterion, also known as...
839
Fault Types
604
When analyzing a single line-to-ground fault from phase A to ground at a three-phase bus, it is important to consider the fault impedance. This impedance is zero for a bolted fault, equal to the arc impedance for an arcing fault, and represents the total fault impedance for a transmission-line insulator flashover. To derive sequence and phase currents, fault conditions are translated from the phase domain to the sequence domain.
For line-to-line faults occurring between phases B and C, the...
For line-to-line faults occurring between phases B and C, the...
604
Zones of Protection
996
In power systems, the entire setup is divided into protective zones to isolate faults and protect the rest of the network. These zones include generators, transformers, buses, transmission lines, distribution lines, and motors. Each zone can be visualized as a separate room in a house, with each room protected by its own circuit breaker.
Protective zones are defined by closed dashed lines, containing one or more components. A key characteristic of these zones is the strategic placement of...
Protective zones are defined by closed dashed lines, containing one or more components. A key characteristic of these zones is the strategic placement of...
996
Transition Zone
545
The transition zone in concrete is a critical area where aggregate meets cement paste, marked by a distinct porosity and weakness compared to the surrounding material. The adhesion around the aggregates is primarily due to Van Der Waals forces. The voids within this zone influence its robustness; initially, it is less durable than the surrounding bulk mortar due to larger voids. Initially, when concrete is compacted, a higher water-cement ratio near the aggregates leads to the formation of...
545
