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    Effect of Spatial Correlation of Cone Tip Resistance on the Bearing Capacity of Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 003
    Author(s): Jin-Jian; Chen; Lianyang; Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The cone tip resistance (
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    Active Earth Pressure against Rigid Retaining Walls Subjected to Confined Cohesionless Soil 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 006
    Author(s): Jin-Jian Chen; Ming-Guang Li; Jian-Hua Wang
    Publisher: American Society of Civil Engineers
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    Data Fusion Analysis Method for Assessment on Safety Monitoring Results of Deep Excavations 

    Source: Journal of Aerospace Engineering:;2017:;Volume ( 030 ):;issue: 002
    Author(s): Jin-Jian Chen; Wei Zhang; Jian-Hua Wang
    Publisher: American Society of Civil Engineers
    Abstract: A safety monitoring system is usually applied in deep excavations in order to control the construction risk and to ensure the serviceability of adjacent facilities. Considering the mass data collected by different sensors, ...
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    Special Issue on Urban Underground Space Development Technologies 

    Source: Journal of Aerospace Engineering:;2015:;Volume ( 028 ):;issue: 006
    Author(s): Jian-Hua Wang; Jin-Jian Chen; Pizhong Qiao
    Publisher: American Society of Civil Engineers
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    Practical Investigation into Two Types of Analyses in Predicting Ground Displacements Due to Dewatering and Excavation 

    Source: Journal of Aerospace Engineering:;2015:;Volume ( 028 ):;issue: 006
    Author(s): Yan-Pei Tan; Jin-Jian Chen; Jian-Hua Wang
    Publisher: American Society of Civil Engineers
    Abstract: To reduce ground displacements induced by dewatering and excavation in foundation engineering, it is crucial to predict the ground displacements before construction. Two types of analyses, i.e., transient analysis (TA) and ...
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    Semianalytical Solution for General Active Earth Pressure Considering the Coupling and Dilatation 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Guo-Jun Xiong; Jian-Hua Wang; Jin-Jian Chen
    Publisher: ASCE
    Abstract: Rankine pressure involves the special case of active earth pressure and merely considers the influence of the internal friction angle; however, the analytical solution for the general case involving a rough retaining wall, ...
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    Integrating Topic, Sentiment, and Syntax for Modeling Online Reviews: A Topic Model Approach 

    Source: Journal of Computing and Information Science in Engineering:;2019:;volume( 019 ):;issue: 001:;page 11001
    Author(s): Tang, Min; Jin, Jian; Liu, Ying; Li, Chunping; Zhang, Weiwen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Analyzing product online reviews has drawn much interest in the academic field. In this research, a new probabilistic topic model, called tag sentiment aspect models (TSA), is proposed on the basis of Latent Dirichlet ...
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    Review on Recent Advances in Information Mining From Big Consumer Opinion Data for Product Design 

    Source: Journal of Computing and Information Science in Engineering:;2019:;volume( 019 ):;issue: 001:;page 10801
    Author(s): Jin, Jian; Liu, Ying; Ji, Ping; Kwong, C. K.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, based on more than ten years' studies on this dedicated research thrust, a comprehensive review concerning information mining from big consumer opinion data in order to assist product design is presented. ...
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    Analytical Solution for Axisymmetric Active Earth Pressure Based on the Characteristics Method considering Orthoradial Geometric Condition 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 009
    Author(s): Guo-Jun Xiong; Jian-Hua Wang; Jin-Jian Chen
    Publisher: American Society of Civil Engineers
    Abstract: The current analytical solutions for axisymmetric active earth pressure are based on certain hypothetical relationships between the circumferential stress, the average stress of the meridional plane, and the main shear ...
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    One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 007:;page 04023105-1
    Author(s): Xiao-Qian Zhang; Ming-Guang Li; Jin-Jian Chen
    Publisher: ASCE
    Abstract: Excavation-induced unloading effects and dewatering-induced groundwater seepage inevitably result in basal soil reverse consolidation in deep excavation. However, this reverse consolidation process is rarely considered ...
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    DSpace software copyright © 2002-2015  DuraSpace
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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