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
基本信息
- 批准号:9024577
- 负责人:
- 金额:$ 1.54万
- 依托单位:
- 依托单位国家:美国
- 项目类别:Standard Grant
- 财政年份:1991
- 资助国家:美国
- 起止时间:1991-08-01 至 1994-07-31
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
This award supports Professor Teng-fong Wong and a graduate student and post-doctoral associate to collaborate in experi- mental and theoretical geophysics research with Professors Kenneth Hsu and David Olgaard of the Geological Institute of the ETH, Zurich, Switzerland. These investigators share an interest in the fundamental physics and mechanics of the process of dehydration embrittlement in gypsum. They propose to perform a systematic study of the dehydration rate, permeability and porosity change in gypsum under controlled conditions of temperature, pore pressure, stress and strain rate. They will quantitatively characterize the evolution of the decomposition reaction and pore structure using x-ray and electron microscopy techniques. Also, they will analyze theoretically the relation among the dehydration reaction, the porosity and the permeability. Ultimately, this experimental and theoretical work will enable them to compute numerically the degree of weakening and embrittle- ment at the bottom of an overthrust formation such as the Jura mountains in Switzerland. The results of such modelling will of course be compared with actual geological observations in the field. The collaborators bring complementary expertise and facilities to this work that guide the division of labor. The high temperature, high pressure deformation experiments and the x-ray analysis will be conducted at ETH. The microstructural observations will be done at ETH and SUNY at Stony Brook. The permeability measurements and theoretical analysis will be performed at Stony Brook. It has been recognized from field and laboratory observations that the deformation and metamorphism of rocks are closely linked. However, most of this work has been done on low porosity crystalline rocks for which the inelasticity and failure behavior are sensitively linked to temperature, pressure and strain rate. These factors are insufficient to explain the behavior of porous rocks, such as gypsum, or rocks that have undergone metamorphism. The decomposition or compaction of water-bearing (hydrous) phases during prograde metamorphism may lead to embrittlement and weakening. There are further differences in behavior as the porous rock is dehydrated. The proposed research will investigate these changes in both "drained" and "undrained" configurations of gypsum. The results will contribute substantially to understanding the tectonics of sedimentary rock formations.
此奖项支持黄腾方教授及一位 学生和博士后合作, 心理和理论物理学研究与教授 美国地质研究所的肯尼斯·许和大卫·奥尔加德说, 瑞士苏黎世联邦理工学院。 这些调查员都对 在基础物理学和机械学的过程中, 石膏脱水脆化。 他们建议执行一个 系统研究了脱水速率、渗透率和 在控制条件下石膏的孔隙度变化 温度、孔隙压力、应力和应变率。 他们将 定量表征分解的演化 用X射线和电子显微镜观察反应和孔结构 技术. 并从理论上分析了 在脱水反应、孔隙度和渗透率之间。 最终,这项实验和理论工作将使 以数字计算弱化和脆化的程度, 在诸如汝拉山的逆掩构造的底部, 山在瑞士 这种模拟的结果将 与实际地质观测结果进行比较, 领域 合作者带来了互补的专业知识, 这是指导劳动分工的工作。 的 高温、高压变形实验及 X射线分析将在ETH进行。 微结构 将在ETH和纽约州立大学斯托尼布鲁克分校进行观察。 的 渗透率测量和理论分析将是 在斯托尼布鲁克演出。 从现场和实验室观察中已经认识到 岩石的变形变质作用与 有联系 然而,大部分工作都是在低孔隙度下进行的 结晶岩石的非弹性和破坏行为 与温度、压力和应变速率敏感相关。 这些因素不足以解释多孔介质的行为。 岩石,如石膏,或经历过变质作用的岩石。 含水相的分解或压实 在逆冲变质作用期间,可能导致脆化, 弱化 在行为上还有进一步的差异, 多孔岩石脱水。 拟议的研究将调查 “排水”和“未排水”配置的这些变化 石膏。 这些结果将大大有助于理解 沉积岩层的构造学。
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:
$ 1.54万 - 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:
$ 1.54万 - 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:
$ 1.54万 - 项目类别:
Standard Grant
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
- 批准号:
0106580 - 财政年份:2001
- 资助金额:
$ 1.54万 - 项目类别:
Continuing 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:
$ 1.54万 - 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:
$ 1.54万 - 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:
$ 1.54万 - 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:
$ 1.54万 - 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:
$ 1.54万 - 项目类别:
Standard Grant
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