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A method for calculating generalized relaxation modulus for different rock types

Bulletin of engineering geology and the environment, 2024-07, Vol.83 (7), p.267, Article 267

2024

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Experimental study of rock fracture behavior under direct tension using three-dimensional digital image correlation

Scientific reports, 2024-08, Vol.14 (1), p.19211-11

2024

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Index of loading rate dependency of class I and class II rocks behavior in uniaxial compressive and Brazilian tensile tests

Journal of Central South University, 2023-02, Vol.30 (2), p.477-487

2023

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Study on the Progressive Failure Characteristics of Coal in Uniaxial and Triaxial Compression Conditions Using 3D-Digital Image Correlation

Energies (Basel), 2018-05, Vol.11 (5), p.1215

2018

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3D digital-image correlation insight into generalized relaxation behavior of sandstone under stress and pore pressure coupling

Journal of Rock Mechanics and Geotechnical Engineering, 2024-07, Vol.16 (7), p.2516-2536

2024

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Generalized Relaxation Behavior of Rock Under Various Loading Conditions Using a Constant Linear Combination of Stress and Strain

Frontiers in earth science (Lausanne), 2021-10, Vol.9

2021

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Loading-Rate Dependency of Young’s Modulus for Class I and Class II Rocks

Shock and vibration, 2021, Vol.2021 (1)

2021

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Loading Rate Dependence of Rock Strength Under Triaxial Compression

Frontiers in earth science (Lausanne), 2021-09, Vol.9

2021

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Loading-Rate Dependence of Rocks in Postfailure Region under Triaxial Compression

Advances in materials science and engineering, 2018-01, Vol.2018 (2018), p.1-12

2018

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单轴压缩和巴西劈裂试验条件下Ⅰ类和Ⅱ类岩石的荷载速率依存性指标研究

中南大学学报（英文版）, 2023, Vol.30 (2), p.477-487

2023

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Real-Time Estimation Method for Tunnel-Excavated Rock Strength Based on TBM Parameters

International journal of geomechanics, 2023-07, Vol.23 (7)

2023

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Time dependency for generalized relaxation compliance of rock

Bulletin of engineering geology and the environment, 2022-05, Vol.81 (5), Article 187

2022

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Mechanism and Effect of Stress Level on the Generalized Relaxation Behavior of Tage Tuff Under Triaxial Compression

Rock mechanics and rock engineering, 2023-09, Vol.56 (9), p.6173-6187

2023

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Experimental Study on Damage Behavior of Rock in Compression–Tension Cycle Test Using 3D Digital Image Correlation

Rock mechanics and rock engineering, 2019-05, Vol.52 (5), p.1387-1394

2019

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Calculation Method for Investigating the Behavior of Ground Surface Settlement of Underpass Buildings in TBM Double-Line Tunnels

Sustainability, 2022-10, Vol.14 (20), p.13410

2022

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Development of a Portable CERCHAR Tester

Journal of MMIJ, 2011, Vol.128 (1), p.10-16

2011

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Comparison of Rock Hardness based on Mohs, CERCHAR and Turning Operation Tests

Journal of MMIJ, 2011-01, Vol.127 (8), p.497-503

2011

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Applicability of the variable-compliance-type constitutive equation to rock breakage by excavation machinery

Tunnelling and underground space technology, 2011, Vol.26 (1), p.29-37

2011

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Uniaxial Tensile Strength and Irrecoverable Strain of Rock Under Air-Dried and Water-Saturated Conditions

Journal of MMIJ, 2011, Vol.127 (12), p.675-681

2011

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Influence of Concrete Strength on the Bond Characteristics of Reinforcing Fibers

Journal of MMIJ, 2011-01, Vol.127 (6_7), p.249-255

2011

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Improvement of Method to Evaluate Particle Size and Penetrability of Ultrafine Cement Grout

Journal of MMIJ, 2011-01, Vol.127 (8), p.504-511

2011

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A Consideration on Long-Term Strength of Rock

Journal of MMIJ, 2013/10/01, Vol.129(10_11), pp.635-641

2013

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Development of an Inclined Shaft Reaming Machine for Omarugawa Hydroelectric Power Plant

Journal of MMIJ, 2012-06, Vol.128 (6), p.241-247

2012

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Applicability of the Variable Compliance Type Constitutive Equation to Rock Breakage by Excavation Machinery

Journal of MMIJ, 2009-01, Vol.125 (8), p.420-428

2009

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Uniaxial Tension Tests and Constitutive Equations of a Coal

Journal of MMIJ, 2013/08/01, Vol.129(8_9), pp.569-576

2013

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A method for calculating generalized relaxation modulus for different rock types

Experimental study of rock fracture behavior under direct tension using three-dimensional digital image correlation

Index of loading rate dependency of class I and class II rocks behavior in uniaxial compressive and Brazilian tensile tests

Study on the Progressive Failure Characteristics of Coal in Uniaxial and Triaxial Compression Conditions Using 3D-Digital Image Correlation

3D digital-image correlation insight into generalized relaxation behavior of sandstone under stress and pore pressure coupling

Generalized Relaxation Behavior of Rock Under Various Loading Conditions Using a Constant Linear Combination of Stress and Strain

Loading-Rate Dependency of Young’s Modulus for Class I and Class II Rocks

Loading Rate Dependence of Rock Strength Under Triaxial Compression

Loading-Rate Dependence of Rocks in Postfailure Region under Triaxial Compression

单轴压缩和巴西劈裂试验条件下Ⅰ类和Ⅱ类岩石的荷载速率依存性指标研究

Real-Time Estimation Method for Tunnel-Excavated Rock Strength Based on TBM Parameters

Time dependency for generalized relaxation compliance of rock

Mechanism and Effect of Stress Level on the Generalized Relaxation Behavior of Tage Tuff Under Triaxial Compression

Experimental Study on Damage Behavior of Rock in Compression–Tension Cycle Test Using 3D Digital Image Correlation

Calculation Method for Investigating the Behavior of Ground Surface Settlement of Underpass Buildings in TBM Double-Line Tunnels

Development of a Portable CERCHAR Tester

Comparison of Rock Hardness based on Mohs, CERCHAR and Turning Operation Tests

Applicability of the variable-compliance-type constitutive equation to rock breakage by excavation machinery

Uniaxial Tensile Strength and Irrecoverable Strain of Rock Under Air-Dried and Water-Saturated Conditions

Influence of Concrete Strength on the Bond Characteristics of Reinforcing Fibers

Improvement of Method to Evaluate Particle Size and Penetrability of Ultrafine Cement Grout

A Consideration on Long-Term Strength of Rock

Development of an Inclined Shaft Reaming Machine for Omarugawa Hydroelectric Power Plant

Applicability of the Variable Compliance Type Constitutive Equation to Rock Breakage by Excavation Machinery

Uniaxial Tension Tests and Constitutive Equations of a Coal

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