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  1. 1941

    A Comparative Study of Ground and Underground Vibrations Induced by Bench Blasting by Xiuzhi Shi, Xianyang Qiu, Jian Zhou, Dan Huang, Xin Chen, Yonggang Gou

    Published 2016-01-01
    “…The transmission laws of surface and underground vibrations were established depending on the type of rock mass, the explosive charge, and the distance. …”
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    Article
  2. 1942

    Permeability of Sand-Based Cemented Backfill under Different Stress Conditions: Effects of Confining and Axial Pressures by Cunli Zhu, Jixiong Zhang, Nan Zhou, Meng Li, Yaben Guo

    Published 2021-01-01
    “…SBCB is exposed to the long-term action of mining-induced stresses in the goaf and groundwater permeating via microcracks along the rock strata. Studying the permeability evolution of SBCB under varying stress states is crucial for protecting coal and water resources below the aquifer. …”
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    Article
  3. 1943

    Blast-Induced Damage on Millisecond Blasting Model Test with Multicircle Vertical Blastholes by Qin-yong Ma, Pu Yuan, Jing-shuang Zhang, Rui-qiu Ma, Bo Han

    Published 2015-01-01
    “…To investigate the blast-induced damage effect on surrounding rock in vertical shaft excavation, 4 kinds of millisecond blasting model tests with three-circle blastholes were designed and carried out with excavation blasting in vertical shaft as the background. …”
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    Article
  4. 1944

    Explosion-Induced Stress Wave Propagation in Interacting Fault System: Numerical Modeling and Implications for Chaoyang Coal Mine by Xiaojun Feng, Qiming Zhang, Muhammad Ali

    Published 2019-01-01
    “…Exploring the propagation of stress waves in rocks with preexisting discontinuities is of great importance to reveal rock and geological engineering problems, particularly dynamic disasters like earthquakes and rockbursts in underground coal mining. …”
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    Article
  5. 1945

    Experimental Study on the Effect of Coarse Grain Content on the Dilatancy and Particle Breakage Characteristics of Coarse-Grained Soils by Jun Du, Zhiming Xiong, Xinggang Shen, Chenchen Li

    Published 2023-01-01
    “…The dilatancy deformation and particle breakage effects of coarse-grained soil have a significant influence on the safety and stability of high earth and rock-fill dams. To study the shear deformation and particle breakage characteristics of coarse-grained soil, four groups of soil sample with different coarse grain contents were to conduct consolidated drained triaxial compression tests by DJSZ-150 large-scale triaxial compression test machine. …”
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    Article
  6. 1946

    Controlling Effect of Wave-Dominated Delta Sedimentary Facies on Unconventional Reservoirs: A Case Study of Pinghu Tectonic Belt in Xihu Sag, East China Sea Basin by Qinglong Chen, Renhai Pu, Xiaomin Xue, Ming Han, Yanxin Wang, Xin Cheng, Hanning Wu

    Published 2022-01-01
    “…In order to find the “sweet spots” of unconventional oil and gas from the Pinghu Formation in the Pinghu Tectonic Belt, we are committed to clarifying the development and distribution rules of coal-measure source rocks and tight reservoirs as well as the controlling factors. …”
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    Article
  7. 1947

    Inferring Hydraulic Pressure Changes from Induced Seismicity Observations: Three Showcases from Geothermal Reservoirs by Christopher Koch, Stefan Baisch, Elmar Rothert, John Reinecker

    Published 2021-01-01
    “…We demonstrate that this scenario applies to the three datasets under investigation, indicating that geothermal systems in crystalline rock could typically be fault-dominated. For all datasets, individual earthquake source geometry could not be determined from source spectra due to the attenuation of the high signal frequencies. …”
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    Article
  8. 1948

    Investigation of Multiple Hole Grouting for Reducing Water Inrush Risk in Underground Engineering by Changde Yang, Ling Li, Ying Li, Yakuan Gao

    Published 2021-01-01
    “…The result indicates that most of the cement slurry is consumed when the water yield is 20 to 30 m3/h; and that there are minimal changes of the electrical properties of the rock stratum under coal seam when the water yield of L11 is low within the range of 40 m. …”
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    Article
  9. 1949

    Logging Response Mechanism and Content Evaluation of Laumontite-Bearing Glutenite Reservoir: A Case Study of Lower Urho Formation of Permian of the Junggar Basin by Jia Jun, Xue Kunlin, Ni Liping, Luo Yang, Liu Yuchao

    Published 2024-01-01
    “…In this study, through petrophysics experiments such as whole-rock X-ray diffraction, conventional petrophysical properties, mercury injection, and electron microprobe analysis, the characteristics of glutenite reservoirs containing laumontite and the well logging response mechanisms were analyzed from the perspectives of mineral composition of rocks, geochemical characteristics, and principle of loggings. …”
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    Article
  10. 1950

    Research on the Application of Prefabricated Load-Bearing Structure in Prefabricated Roadway in Filling Body by Ke Jiang, Gaofeng Ren, Jia Sheng, Liang Peng, Hao Zhu, Xinyu Tan, Bokun Zheng, Congrui Zhang

    Published 2024-01-01
    “…The optimal ratio of the membrane bag filling of the load-bearing structure is obtained by indoor test, and the deformation of the surrounding rock and the distribution range of the plastic zone after the formation of the reserved roadway are numerically simulated and analyzed. …”
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    Article
  11. 1951

    Mechanism of Vibration Energy Action on Dynamic Instability of Shock-Type Rockburst Carrier System by Lyu Pengfei, Cui Xuekai

    Published 2020-01-01
    “…Then, the energy of mine earthquake was quantitatively characterized in the form of kinetic energy of rock block. Through the combination of the two parameters, the energy criterion of shock-type rockburst was obtained as follows: once the energy of mine earthquake acting on the rockburst source area was 2%–9% of the static energy, shock-type rockburst can occur. …”
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  12. 1952

    Barrancas de Barrujón (Toledo, España, 2019) by Íñigo Yvorra

    Published 2021-01-01
    “…Barrancas de Barrujón (Toledo, Spain, 2019) This place is located 30 km from Toledo where the river Tajo creates an incision in detrital materials from the tertiary era (reddish clay rock), creating deep canyons near the Castrejón reservoir. …”
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    Article
  13. 1953

    Suskunluk Sarmalı Kuramı Çerçevesinde Türk Basını: Cem Karaca’nın Vatandaşlıktan Çıkarılışı ve Dönüşü Haberleri by Ürün Yıldıran Önk, Asuman Özer

    Published 2021-12-01
    “…Anadolu Rock müziğinin en önemli temsilcilerinden olan Cem Karaca’nın yaptığı müzikle olduğu kadarsol siyasi duruşu ile de öne çıktığı bilinmektedir. …”
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    Article
  14. 1954

    Examining Impacts of Acidic Bath Temperature on Nano-Synthesized Lead Selenide Thin Films for the Application of Solar Cells by Saka Abel, Jule Leta Tesfaye, N. Nagaprasad, R. Shanmugam, L. Priyanka Dwarampudi, Tyagi Deepak, Hongxia Zhang, Ramaswamy Krishnaraj, B. Stalin

    Published 2022-01-01
    “…The scanning electron microscope indicated that the particles have a rock-like shape. There was a decrement of energy bandgap that is from 2.4 eV to 1.2 eV with increasing temperature 20°C–85°C. …”
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    Article
  15. 1955

    Evaluation of Seismic Performance and Soil-Structure Interaction (SSI) for Piloti-Type Buildings considering Korean Geotechnical Conditions by Seung Dae Kim, Jaeyong Yoon, Wanjei Cho, Jungwhee Lee

    Published 2021-01-01
    “…To achieve this goal, seismic SSI analysis applying the measured Gyeongju earthquake and design response spectrum (DRM) based on the architectural design codes are conducted by constructing three-dimensional structural analysis models with a five-story piloti-type building and four different soil properties: fill (FI), alluvial soil (AS), weathered soil (WS), and weathered rock (WR). From the analysis results, it is found that WS soil is largely affected by the seismic SSI, and the influence of the seismic SSI is different for each soil type regardless of the type of earthquake. …”
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    Article
  16. 1956

    Characterization Method of Tight Sandstone Reservoir Heterogeneity and Tight Gas Accumulation Mechanism, Jurassic Formation, Sichuan Basin, China by Lin Jiang, Wen Zhao, Benjian Zhang, Chao Zheng, Feng Hong, Jiaqing Hao

    Published 2022-01-01
    “…Based on this parameter, petroleum geologists can understand the interlayer heterogeneity during fluvial deposition and predict the sweet spots of tight gas; (2) the permeability ratio relationship between hydrocarbon accumulation of the tight sandstone reservoir mainly manifests as long as there is the existence of the differential permeability and there will be differences in natural gas migration dynamics, so that the natural gas accumulates in pores and depends on the extent of source rock; and (3) although the difference between capillary force curves is at the core of the influence of the permeability ratio on the gas-bearing capacity of the “sweet spot” sand body, the permeability ratio is a parameter of practical engineering significance. …”
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    Article
  17. 1957

    A New Method for Calculating the Cementation Exponent of Triple-Porosity Media Reservoirs by Dahai Wang, Jinbu Li, Lili Liu, Ji Zhang, Zhanhai Yu, Jun Peng

    Published 2022-01-01
    “…The value of a cementation exponent, usually obtained by rock and electricity experiments, significantly affects the calculation of water saturation, thickness of the hydrocarbon reservoir, and recovery rate. …”
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  18. 1958
  19. 1959

    Study on Stress-Dependent Permeability of Fracture Networks in Fractured Porous Media by Yueli Feng, Yuetian Liu, Gang Lei

    Published 2021-01-01
    “…., initial fracture aperture, fluid pressure, rock elastic modulus, effective-stress coefficient, and fracture dip) on deformation characteristics of fracture networks and the corresponding permeability tensor of fracture networks were studied. …”
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    Article
  20. 1960

    Dynamic Response and Failure Characteristics of Slope with Weak Interlayer under Action of Near-Fault Ground Motion by Bing Yang, Jiangrong Hou, Yifei Liu, Zihong Zhou

    Published 2021-01-01
    “…The existence of a weak interlayer induces nonconforming vibration between the upper and the lower rock masses of the interlayer. The variation in the amplification effect along the slope elevation is related to the ratio of the input seismic period to the natural slope period. …”
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