Collaborative Research: Experimental and Theoretical Investigation of Compaction and Dilation Bands
合作研究:压缩带和扩张带的实验和理论研究
基本信息
- 批准号:0106580
- 负责人:
- 金额:$ 13万
- 依托单位:
- 依托单位国家:美国
- 项目类别:Continuing Grant
- 财政年份:2001
- 资助国家:美国
- 起止时间:2001-07-15 至 2004-06-30
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
Issen/Wong 0106932/0106580 Compaction bands, a recently identified type of localized deformation, form in high porosity sandstone, perpendicular to the direction of maximum compressive stress. They occur for stress states associated with the transition from brittle faulting to distributed cataclastic flow, where microstructural observations show damage partitioned between at least two damage mechanisms: axial microcracks that may grow and coalesce to form a shear fault, and pores that collapse while grains are crushed. Theoretical predictions from recent reassessments of the bifurcation approach to strain localization do not correlate well with the scarce existing experimental data. This proposal suggests that an inadequate constitutive model causes the discrepancy. Thus, a two-yield surface constitutive model, representing both damage mechanisms, will be used with experimentally derived constraints for the important material parameters to enable further theoretical analyses regarding the onset of localization. Experimental and theoretical results will be synthesized to extrapolate a model to predict failure modes and localization development in crustal settings for different stress states and loading paths. Recent theoretical works have also highlighted two potentially important, but previously neglected failure modes: "dilation bands" and "dilating shear bands". A lack of data has hampered the mechanical analysis of analogous structures that structural geologists refer to as "hybrid shear fractures" or "transitional tensile fractures." Theoretical work predicts formation of these bands in low porosity rocks under overall compressive loading. Thus, the proposed work also includes experimental and theoretical investigation of dilation band formation using low porosity rock in triaxial extension tests.
Issen/Wong 0106932/0106580压实带是新近发现的一种局部化变形类型,形成于垂直于最大压应力方向的高孔隙度砂岩中。它们发生在与从脆性断层到分布式碎裂流的转变相关的应力状态下,在这种状态下,微观结构观察显示,损伤至少在两种损伤机制之间分配:轴向微裂纹可能增长并合并形成剪切断层,以及孔隙在颗粒被粉碎时坍塌。从最近对应变局部化的分叉方法的重新评估得出的理论预测与现有的稀缺实验数据不能很好地关联。这一建议表明,不充分的本构模型导致了这种差异。因此,代表两种损伤机制的双屈服面本构模型将与重要材料参数的实验导出约束一起使用,以便能够进一步从理论上分析局部化的开始。将综合实验和理论结果,外推一个模型,以预测不同应力状态和加载路径下地壳环境中的破坏模式和局部化发展。最近的理论工作也强调了两种潜在的重要但以前被忽视的破坏模式:“膨胀带”和“膨胀剪切带”。缺乏数据阻碍了对类似结构的力学分析,结构地质学家将其称为“混合剪切裂缝”或“过渡性拉伸裂缝”。理论工作预测了在整体压缩载荷下低孔隙度岩石中这些带的形成。因此,这项工作还包括在三轴拉伸试验中利用低孔隙度岩石形成膨胀带的实验和理论研究。
项目成果
期刊论文数量(0)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
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Teng-fong Wong其他文献
Onset of pore collapse and dilatancy in porous sandstone under true triaxial compression: Experimental observation and micromechanical modeling
- DOI:
10.1016/j.ijrmms.2024.105983 - 发表时间:
2025-02-01 - 期刊:
- 影响因子:
- 作者:
Fanbao Meng;Lu Shi;Stephen Hall;Patrick Baud;Teng-fong Wong - 通讯作者:
Teng-fong Wong
Mechanical compaction and strain localization in Bleurswiller sandstone
Bleurswiller 砂岩的机械压实和应变定位
- DOI:
10.1002/2015jb012192 - 发表时间:
2015-09 - 期刊:
- 影响因子:0
- 作者:
Patrick Baud;Thierry Reuschlé;Yuntao Ji;Cecilia S. N. Cheung;Teng-fong Wong - 通讯作者:
Teng-fong Wong
Action replay for fracture
骨折的动作回放
- DOI:
10.1038/350017a0 - 发表时间:
1991-03-07 - 期刊:
- 影响因子:48.500
- 作者:
Teng-fong Wong - 通讯作者:
Teng-fong Wong
Teng-fong Wong的其他文献
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{{ truncateString('Teng-fong Wong', 18)}}的其他基金
Mechanical Deformation, Failure Mode and Permeability Evolution in Carbonate Rock
碳酸盐岩的机械变形、破坏模式和渗透率演化
- 批准号:
1044967 - 财政年份:2011
- 资助金额:
$ 13万 - 项目类别:
Standard Grant
Collaborative Research: Brittle fracture, deformability, permeability, and seismic anisotropy adjacent to and inside the San Andreas Fault Zone through SAFOD
合作研究:通过 SAFOD 在圣安德烈亚斯断层带附近和内部进行脆性断裂、变形性、渗透性和地震各向异性
- 批准号:
0346022 - 财政年份:2004
- 资助金额:
$ 13万 - 项目类别:
Continuing Grant
Collaborative Research: Further Investigation of the Onset and Evolution of Compaction and Dilation Bands
合作研究:压缩带和扩张带的发生和演化的进一步研究
- 批准号:
0310087 - 财政年份:2003
- 资助金额:
$ 13万 - 项目类别:
Standard Grant
U.S.-France Cooperative Research: Mechanical and Transport Properties of Rock
美法合作研究:岩石的力学和输运特性
- 批准号:
9815570 - 财政年份:1999
- 资助金额:
$ 13万 - 项目类别:
Standard Grant
Effect of Stress on Transport Properties of Rock
应力对岩石输运特性的影响
- 批准号:
9805072 - 财政年份:1998
- 资助金额:
$ 13万 - 项目类别:
Standard Grant
Mechanical Compaction and Permeability Reduction in Relation to Cataclastic Flow
与碎裂流相关的机械压实和渗透率降低
- 批准号:
9219589 - 财政年份:1993
- 资助金额:
$ 13万 - 项目类别:
Standard Grant
Experimental Facilities for the Investigation of Brittle Rock Deformation
脆性岩石变形研究实验装置
- 批准号:
9305155 - 财政年份:1993
- 资助金额:
$ 13万 - 项目类别:
Standard Grant
Effect of Stress on Permeability, Porosity and Pore Geometryof Rock
应力对岩石渗透率、孔隙度和孔隙几何形状的影响
- 批准号:
9117531 - 财政年份:1992
- 资助金额:
$ 13万 - 项目类别:
Standard Grant
U.S.-Switzerland Cooperative Research on the Physics and Mechanics of Dehydration Embrittlement in Gypsum
美国-瑞士合作研究石膏脱水脆化物理和力学
- 批准号:
9024577 - 财政年份:1991
- 资助金额:
$ 13万 - 项目类别:
Standard Grant
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