3D Experimental and Computational Studies of Crystallographic Effects on Creep and Fracture in Salt Rock
3D Experimental and Computational Studies of Crystallographic Effects on Creep and Fracture in Salt Rock
批准号:
1641054
负责人:
Khalid Alshibli
金额:
$33.16万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2016
资助国家:
美国
项目状态:
已结题
起止时间:
2016-10-01 至 2021-09-30
中文摘要
点击翻译按钮获取中文摘要
英文摘要
Rock salt, a sedimentary rock classified as an evaporate, forms as a result of evaporation of inland seas or any enclosed body of water, and can be found in nature as bedded or domal formations. Salt domes often trap oil, gas, and other minerals around their edges. Salt caverns are large cavities or chambers that form inside underground salt deposits either naturally by the effect of geological processes or are man-made. They have been used as storage for different types of hydrocarbons since early 1970s including the US strategic petroleum reserve. Salt caverns may potentially serve as a long-term and safe repository for carbon dioxide, nuclear waste, and the waste of oil drilling operations. Drilling through rock salt poses many challenges, including long-term wellbore stability/integrity, casing collapse due to lateral pressure, and drilling fluid-salt interaction. The accuracy with which the fracture behavior of any material can be simulated, including geological materials like rock, hinges upon the fidelity of both the engineering model and the geometrical representation of the cracked body. The anisotropic response of rock salt during creep deformations is stress and temperature dependent, and the accumulated creep strain influences fracture nucleation. This behavior creates many challenges when rock salt formations interact with sources of thermal and stress changes. An improved and quantitative understanding of when, where, and how cracks evolve within 3D polycrystalline rocks has many important technological implications with potential benefits for modeling drilling, geothermal-energy extraction, carbon sequestration, machine-rock interaction, and explosive penetration. This project (i) impacts the research community and promotes technology transfer; (ii) involves minority/female undergraduate students in conducting cutting-edge engineering research; and (iii) engages the next generation of scientists through the involvement of high school students in research, sparking their interest in the field of civil engineering and helping contribute to the quality of the next generation of civil engineering educators and professionals.A key limitation of existing phenomenological creep models is that rock salt's anisotropic response is not represented at the microstructural level. While crystal plasticity models for capturing anisotropy in rock salt do exist, they employ empirical flow rate equations which are valid for a narrow range of temperature and strain rate. Presently, there is an apparent lack of crystal-orientation-sensitive models in the literature for creep and fracture in 3D rock specimens coupled with direct measurements of 3D crystal structure. Thus, this research will combine nondestructive 3D x-ray diffraction (3DXRD), 3D synchrotron micro-computed tomography (SMT) in-situ experimental measurements, and 3D crystal-plasticity modeling to enhance current understanding of creep and crack formation and growth mechanisms in polycrystalline rock is unprecedented in many regards. The ability to experimentally measure lattice strains within the microstructure of rock has recently been demonstrated by the PI. These enhanced experimental techniques provide us with a richer dataset for calibrating the microstructural constitutive model accounting for anisotropy. By employing dislocation mechanism-based crystal plasticity models, we plan to elucidate the governing mechanisms operating in the halite crystals that yield the observed creep and fracture response.
期刊论文(8)
专著(0)
科研奖励(0)
会议论文
登录
查看更多内容
Assessment of the properties of polycrystalline rock salt synthesized under nominally dry and wet conditions
名义干燥和潮湿条件下合成的多晶岩盐的性能评估
DOI:
10.1016/j.jrmge.2020.09.010
发表时间:
2021
期刊:
Journal of Rock Mechanics and Geotechnical Engineering
影响因子:
7.3
作者:
[Moslehy, Amirsalar, Alshibli, Khalid]
通讯作者:
Alshibli, Khalid
Influence of Temperature and Crystal Orientation on Compressive Strength of Rock Salt Using a Newly Developed High-Pressure Thermal Cell
使用新开发的高压热室研究温度和晶体取向对岩盐抗压强度的影响
DOI:
10.1007/s00603-021-02655-0
发表时间:
2021
期刊:
Rock Mechanics and Rock Engineering
影响因子:
6.2
作者:
[Moslehy, Amirsalar, Alshibli, Khalid A., Truster, Timothy J.]
通讯作者:
Truster, Timothy J.
Investigating Single-Crystal Rock Salt's Mechanical Behavior Under Cyclic and Unloading-Reloading Loading Condition
研究单晶岩盐在循环和卸载-再加载条件下的力学行为
DOI:
--
发表时间:
2021
期刊:
55th US Rock Mechanics/Geomechanics Symposium
影响因子:
--
作者:
[Moslehy, A]
通讯作者:
Moslehy, A
On topology-based cohesive interface element insertion along periodic boundary surfaces
基于拓扑的沿周期性边界表面的内聚界面单元插入
DOI:
10.1016/j.engfracmech.2018.10.037
发表时间:
2019
期刊:
Engineering Fracture Mechanics
影响因子:
5.4
作者:
[Aduloju, Sunday C., Truster, Timothy J.]
通讯作者:
Truster, Timothy J.
Modeling the Anisotropic Behavior of Natural Rocksalt During Creep Tests Using Dislocation Density-based Crystal Plasticity
使用基于位错密度的晶体塑性对蠕变试验期间天然岩盐的各向异性行为进行建模
DOI:
--
发表时间:
2019
期刊:
CA
影响因子:
--
作者:
[Truster, T.]
通讯作者:
Truster, T.
共 7 条
3D Dynamic Evolution of Pore Water-Air Interaction Within Saturated Sheared Sand
-
批准号:2016392
-
项目类别:Standard Grant
-
资助金额:$32.88万
-
财政年份:2020
-
负责人:Khalid Alshibli
-
依托单位:
Collaborative Research: Three-Dimensional Assessment of Stresses and Fracture Behavior in Sand
-
批准号:1362510
-
项目类别:Standard Grant
-
资助金额:$27.0万
-
财政年份:2014
-
负责人:Khalid Alshibli
-
依托单位:
3D Assessment of Particle Morphology and its Influence on Friction, Dilatancy, and Fabric Evolution of Sheared Granular Materials
-
批准号:1266230
-
项目类别:Standard Grant
-
资助金额:$25.3万
-
财政年份:2013
-
负责人:Khalid Alshibli
-
依托单位:
Experimental Measurements of Stresses and Strains of Granular Materials Using 3D Non-Destructive Technologies
-
批准号:1156436
-
项目类别:Standard Grant
-
资助金额:$14.79万
-
财政年份:2011
-
负责人:Khalid Alshibli
-
依托单位:
Experimental Measurements of Stresses and Strains of Granular Materials Using 3D Non-Destructive Technologies
-
批准号:1029232
-
项目类别:Standard Grant
-
资助金额:$15.55万
-
财政年份:2010
-
负责人:Khalid Alshibli
-
依托单位:
Workshop on Applications of Neutron and X-Ray Tomography for Geomaterials
-
批准号:0966552
-
项目类别:Standard Grant
-
资助金额:$2.47万
-
财政年份:2009
-
负责人:Khalid Alshibli
-
依托单位:
Collaborative Research: Bridging and Coupling Particle to Continuum Length-Scale Mechanics for Simulating Deformation and Flow of Dense Dry Particulate Materials
-
批准号:0653957
-
项目类别:Standard Grant
-
资助金额:$11.27万
-
财政年份:2007
-
负责人:Khalid Alshibli
-
依托单位:
海外基金