Investigation of RQD variation with scanline length and optimal threshold based on three-dimensional fracture network modeling
- ISSN号:1008-0562
- 期刊名称:《辽宁工程技术大学学报:自然科学版》
- 时间:0
- 分类:TU452[建筑科学—岩土工程;建筑科学—土工工程] TP18[自动化与计算机技术—控制科学与工程;自动化与计算机技术—控制理论与控制工程]
- 作者机构:[1]College of Construction Engineering, Jilin University, Changchun 130026, China, [2]China Water Northeastern Investigation, Design & Research Co., Ltd., Changchun 130026, China, [3]College of Automotive Engineering, Jilin University, Changehun 130026, China
- 相关基金:This work was supported by the National Natural Science Foundations of China (Grant Nos. 40872170, 40902077 and 41072196), the Doctoral Program Foundation of Higher Education of China (Grant No. 20090061110054), 2010 non-profit scientific special research funds of Ministry of Water Resources (Grant No. 201001008), Jilin University's 985 project (Grant No. 45007002II07), and the Graduate Innovation Fund of Jilin University (Grant No. 20121073).
关键词:
网络模型, 最佳阈值, RQD, 扫描线, 长度, 裂隙, 三维, 基础, rock mass, inhomogeneity, anisotropy, fracture
中文摘要:
Corresponding author (email: chenjpwq@ 126.com)