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Rock and Soil Mechanics
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Home > GRAPHIC_ABSTRACTS

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  • Influence of valley topography on earth pressure of high-fill arch culvert by Zhong-ju FENG, Si-qi WANG, Xi-qing WANG, Ze-guo WANG, and Fang PAN

    Influence of valley topography on earth pressure of high-fill arch culvert

  • Seismic analysis of cantilever earth retaining walls embedded in dry sand by simplified approaches and finite element method by Edgar FERRO, Andrea OSS, and Lucia SIMEONI

    Seismic analysis of cantilever earth retaining walls embedded in dry sand by simplified approaches and finite element method

  • Roughness characterization of rock fracture and its influence on fracture seepage characteristics by Lei GAN, Yu LIU, Zong-liang ZHANG, Zhen-zhong SHEN, and Hong-ying MA

    Roughness characterization of rock fracture and its influence on fracture seepage characteristics

  • Stability analysis and visualization of rock slope blocks based on the coordinate projection method by Bing-li GAO, Duo LI, Lang LI, Li-cheng CHEN, and Zhi-fa YANG

    Stability analysis and visualization of rock slope blocks based on the coordinate projection method

  • Evolution characteristics of meso-cracks in expansive soil under desiccating conditions by Hao-dong GAO

    Evolution characteristics of meso-cracks in expansive soil under desiccating conditions

  • Analysis of wave-type and seismic component induced by rock blasting considering source characteristics by Qi-dong GAO, Wen-bo LU, Zhen-dong LENG, Ya-qiong WANG, and Hai-xiao ZHOU

    Analysis of wave-type and seismic component induced by rock blasting considering source characteristics

  • Study on constitutive model of fractured rock mass based on statistical strength theory by Wei GAO, Cheng-jie HU, Tian-yang HE, Xin CHEN, and Cong ZHOU

    Study on constitutive model of fractured rock mass based on statistical strength theory

  • Probabilistic evaluation of excavation unloading response of rock slope considering the uncertainty of mechanical parameters by LIU Guo-feng

    Probabilistic evaluation of excavation unloading response of rock slope considering the uncertainty of mechanical parameters

 

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