Two-Dimensional Discrepancies in Fracture Geometric Factors and Connectivity Between Field-Collected and Stochastically Modeled DFNs: A Case Study of Sluice Foundation Rock Mass in Datengxia, China-Reference-Cited by-同舟云学术

Two-Dimensional Discrepancies in Fracture Geometric Factors and Connectivity Between Field-Collected and Stochastically Modeled DFNs: A Case Study of Sluice Foundation Rock Mass in Datengxia, China

Published:2020-01-29 Issue:5 Volume:53 Page:2399-2417
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Zhang Wen,Fu Rui,Tan Chun,Ma Zhifa,Zhang Ying,Song Shengyuan,Xu Peihua,Wang Shuonan,Zhao Yunpeng

Funder

Major Research Plan

National Basic Research Program of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-019-02029-7.pdf

Reference58 articles.

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2. Anders MH, Laubach SE, Scholz CH (2014) Microfractures: a review. J Struct Geol 69:377–394

3. Baghbanan A, Jing L (2008) Stress effects on permeability in a fractured rock mass with correlated fracture length and aperture. Int J Rock Mech Min Sci 45:1320–1334

4. Bauer M, Toth TM (2017) Characterization and DFN modelling of the fracture network in a Mesozoic Karst Reservoir: Gomba Oilfield, Paleogene Basin, Central Hungary. J Petrol Geol 40:319–334

5. Belayneh MW, Matthäi SK, Blunt MJ, Rogers SF (2009) Comparison of deterministic with stochastic fracture models in water-flooding numerical simulations. AAPG Bull 93:1633–1648

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