Improving the reliability of geotechnical design by incorporating realistic 3D DFN modeling
通过结合真实的 3D DFN 建模提高岩土设计的可靠性
基本信息
- 批准号:470490-2014
- 负责人:
- 金额:$ 6.74万
- 依托单位:
- 依托单位国家:加拿大
- 项目类别:Collaborative Research and Development Grants
- 财政年份:2018
- 资助国家:加拿大
- 起止时间:2018-01-01 至 2019-12-31
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
Rock masses contain discontinuities at different scales, such as cracks, joints, shears and faults, forming discrete fracture networks (DFNs). The geometry of these fracture networks and the fracture surface conditions control the strength and deformation behaviour of rock masses and the geometry and interconnectivity of a DFN can influence groundwater flow and contaminant mobility. The motivation of this research program is to explore and test the application of innovative rule-based geostatistical methods in deriving improved realizations of site-specific DFN's that explicitly honour fracture network geometry and spatial characteristics.**** The engineering challenge is to advance the science of DFN modelling and to develop a robust software tool for engineers and geoscientists to conduct 3D DFN modelling more effectively and reliably. The objectives of the project are to: (1) develop improved algorithms, novel interface paradigms and novel workflows to allow geotechnical engineers to generate visually realistic and geologically plausible fracture networks; (2) investigate how rock engineering in fractured rock masses can be enhanced with the aid of better-characterized DFNs; (3) transfer knowledge to the industry by means of embedding algorithmic and methodological improvements in the MoFrac software tool and (ii) training of new HQP. The approach to be adopted is a combined application of experimental observation, field monitoring, and numerical modeling.**** The outcome of the research will contribute to the nuclear waste management organization and the mining industry in Canada to have an alternative tool to generate improved fracture network models at different scales (from sub-regional to tunnel scales). This has the distinct potential to advance DFN generation and materially improve the safety, productivity, and profitability of underground engineering projects.
岩体中含有不同尺度的不连续面,如裂缝、节理、剪切面和断层,形成离散的裂隙网络(DFN)。 这些裂缝网络的几何形状和裂缝表面条件控制岩体的强度和变形行为,DFN的几何形状和互连性可以影响地下水流和污染物的流动性。本研究计划的动机是探索和测试创新的基于规则的地质统计学方法在获得特定场地DFN的改进实现中的应用,该DFN明确尊重裂缝网络几何形状和空间特征。 工程挑战是推进DFN建模科学,并为工程师和地球科学家开发一个强大的软件工具,以更有效和可靠地进行3D DFN建模。 该项目的目标是:(1)开发改进的算法,新的接口范例和新的工作流程,使岩土工程师能够生成视觉上逼真的和地质上合理的裂缝网络;(2)研究如何在更好的特征化DFN的帮助下,加强裂缝岩体中的岩石工程;(3)通过在MoFrac软件工具中嵌入算法和方法改进,向行业转让知识;(ii)培训新的人力资源质量人员。采用的方法是实验观测、现场监测和数值模拟的综合应用。* 研究结果将有助于加拿大的核废料管理组织和采矿业拥有一种替代工具,以生成不同尺度(从次区域到隧道尺度)的改进的断裂网络模型。这具有明显的潜力,可以促进DFN的产生,并大大提高地下工程项目的安全性、生产率和盈利能力。
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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Cai, Ming其他文献
Lactate Is Answerable for Brain Function and Treating Brain Diseases: Energy Substrates and Signal Molecule.
- DOI:
10.3389/fnut.2022.800901 - 发表时间:
2022 - 期刊:
- 影响因子:5
- 作者:
Cai, Ming;Wang, Hongbiao;Song, Haihan;Yang, Ruoyu;Wang, Liyan;Xue, Xiangli;Sun, Wanju;Hu, Jingyun - 通讯作者:
Hu, Jingyun
Experimental study of the azimuthal performance of 3D acoustic transmitter stations
3D声波发射站方位角性能实验研究
- DOI:
10.1007/s12182-015-0073-2 - 发表时间:
2016-02-01 - 期刊:
- 影响因子:5.6
- 作者:
Che, Xiao-Hua;Qiao, Wen-Xiao;Cai, Ming - 通讯作者:
Cai, Ming
Clinical Characteristics, Mechanism, and Outcome of Humeral Shaft Fractures Sustained during Arm Wrestling in Young Men: A Retrospective Study.
- DOI:
10.1111/os.13751 - 发表时间:
2023-06 - 期刊:
- 影响因子:2.1
- 作者:
Shen, Junjie;Yu, Pei;Yang, Renhao;Li, Gen;Sun, Qi;Cai, Ming;Zheng, Xianyou;Wang, Lei - 通讯作者:
Wang, Lei
基于P2P自组织方式、面向跨企业协作的制造服务发现
- DOI:
- 发表时间:
2014 - 期刊:
- 影响因子:8.7
- 作者:
Zhang, Wenyu;Zhang, Shuai;Qi, Feng;Cai, Ming - 通讯作者:
Cai, Ming
Hybrid Nanowire-Rectangular Plasmonic Waveguide for Subwavelength Confinement at 1550 Nm.
在1550 nm处进行亚波长限制的杂化纳米线等离子波导。
- DOI:
10.3390/mi13071009 - 发表时间:
2022-06-26 - 期刊:
- 影响因子:3.4
- 作者:
Wang, Yindi;Liu, Hongxia;Wang, Shulong;Cai, Ming - 通讯作者:
Cai, Ming
Cai, Ming的其他文献
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{{ truncateString('Cai, Ming', 18)}}的其他基金
Stand-up Time of Jointed Rock Masses in Underground Excavations
地下开挖节理岩体的挺立时间
- 批准号:
RGPIN-2016-04052 - 财政年份:2022
- 资助金额:
$ 6.74万 - 项目类别:
Discovery Grants Program - Individual
Stand-up Time of Jointed Rock Masses in Underground Excavations
地下开挖节理岩体的挺立时间
- 批准号:
RGPIN-2016-04052 - 财政年份:2021
- 资助金额:
$ 6.74万 - 项目类别:
Discovery Grants Program - Individual
Synthetic Rock Mass (SRM) modelling Incorporating Realistic 3D Discrete Fracture Network (DFN) for Advanced Rock Engineering
合成岩体 (SRM) 建模结合真实 3D 离散断裂网络 (DFN) 进行高级岩石工程
- 批准号:
560390-2020 - 财政年份:2021
- 资助金额:
$ 6.74万 - 项目类别:
Alliance Grants
Synthetic Rock Mass (SRM) modelling Incorporating Realistic 3D Discrete Fracture Network (DFN) for Advanced Rock Engineering
合成岩体 (SRM) 建模结合真实 3D 离散断裂网络 (DFN) 进行高级岩石工程
- 批准号:
560390-2020 - 财政年份:2020
- 资助金额:
$ 6.74万 - 项目类别:
Alliance Grants
Stand-up Time of Jointed Rock Masses in Underground Excavations
地下开挖节理岩体的挺立时间
- 批准号:
RGPIN-2016-04052 - 财政年份:2019
- 资助金额:
$ 6.74万 - 项目类别:
Discovery Grants Program - Individual
Stand-up Time of Jointed Rock Masses in Underground Excavations
地下开挖节理岩体的挺立时间
- 批准号:
RGPIN-2016-04052 - 财政年份:2018
- 资助金额:
$ 6.74万 - 项目类别:
Discovery Grants Program - Individual
Stand-up Time of Jointed Rock Masses in Underground Excavations
地下开挖节理岩体的挺立时间
- 批准号:
RGPIN-2016-04052 - 财政年份:2017
- 资助金额:
$ 6.74万 - 项目类别:
Discovery Grants Program - Individual
Behaviour and support of highly stressed pillars in deep mines and caving operations
深部矿山和崩落作业中高应力支柱的行为和支撑
- 批准号:
485174-2015 - 财政年份:2017
- 资助金额:
$ 6.74万 - 项目类别:
Collaborative Research and Development Grants
Improving the reliability of geotechnical design by incorporating realistic 3D DFN modeling
通过结合真实的 3D DFN 建模提高岩土设计的可靠性
- 批准号:
470490-2014 - 财政年份:2016
- 资助金额:
$ 6.74万 - 项目类别:
Collaborative Research and Development Grants
Development of an advanced rock support technology for rockburst-prone mines
针对岩爆矿山的先进岩石支护技术的开发
- 批准号:
461108-2013 - 财政年份:2015
- 资助金额:
$ 6.74万 - 项目类别:
Collaborative Research and Development Grants
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