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    Strengthening of Solidified Dilute Tailings Slurry 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): D. H. (Steve) Zou; L. P. Li
    Publisher: American Society of Civil Engineers
    Abstract: Tailings produced during mineral processing contain up to 75% or more water and are pumped into settling ponds for disposal. They often become a pollution source due to acid generation. While tailings have been used in ...
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    Partial Meniscectomy Changes Fluid Pressurization in Articular Cartilage in Human Knees 

    Source: Journal of Biomechanical Engineering:;2012:;volume( 134 ):;issue: 002:;page 21001
    Author(s): M. Kazemi; M. D. Buschmann; P. Savard; L. P. Li
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Partial meniscectomy is believed to change the biomechanics of the knee joint through alterations in the contact of articular cartilages and menisci. Although fluid pressure plays an important ...
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    The Asymmetry of Transient Response in Compression Versus Release for Cartilage in Unconfined Compression 

    Source: Journal of Biomechanical Engineering:;2001:;volume( 123 ):;issue: 005:;page 519
    Author(s): L. P. Li; M. D. Buschmann; A. Shirazi-Adl
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Observations in compression tests of articular cartilage have revealed unequal load increments for compression and release of the same amplitude applied to a disk with an identical previously ...
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    Strain-rate Dependent Stiffness of Articular Cartilage in Unconfined Compression 

    Source: Journal of Biomechanical Engineering:;2003:;volume( 125 ):;issue: 002:;page 161
    Author(s): L. P. Li; M. D. Buschmann; A. Shirazi-Adl
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The stiffness of articular cartilage is a nonlinear function of the strain amplitude and strain rate as well as the loading history, as a consequence of the flow of interstitial water and ...
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    Erratum:“Strain-rate Dependent Stiffness of Articular Cartilage in Unconfined Compression” [ASME J. Biomechanical Engineering, 2003, 125, pp. 161–168] 

    Source: Journal of Biomechanical Engineering:;2003:;volume( 125 ):;issue: 004:;page 566
    Author(s): L. P. Li; M. D. Buschman; A. Shirazi-Adl
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In Section 3 (p. 165) first full sentence. When Efε is reduced by 25% (not shown), there is no change (negligible) in the stiffness for the strain rate 0.05%/s and almost no change for the ...
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    Flow Characteristics and Escape-Route Optimization after Water Inrush in a Backward-Excavated Karst Tunnel 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 004
    Author(s): J. Wu; S. C. Li; Z. H. Xu; X. Huang; Y. G. Xue; Z. C. Wang; L. P. Li
    Publisher: American Society of Civil Engineers
    Abstract: In this study, using the background of Qiyueshan high-risk karst tunnels, flow characteristics and escape-route optimization after water inrush in a backward-excavated karst tunnel are researched. First, five case studies ...
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    Risk Assessment of Tunnel Construction Based on Improved Cloud Model 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 003
    Author(s): C. J. Lin; M. Zhang; L. P. Li; Z. Q. Zhou; S. Liu; C. Liu; T. Li
    Publisher: ASCE
    Abstract: Objective and scientific risk assessment is of great significance for tunnel construction. The intrinsic link between risk level and influencing factors are poorly understood, and our ability to assess the risks of tunnel ...
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    Innovative Method for the Integral Sliding Stability Analysis of Filling Media in Karst Caves and Its Applications in Engineering 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 012
    Author(s): S. C. Li; P. Lin; Z. H. Xu; L. P. Li; S. J. He; S. L. Zhao; X. Huang
    Publisher: American Society of Civil Engineers
    Abstract: Instability of filling media in large-scale filled-type karst caves often induce mud inrush in tunnel construction. An innovative method is proposed for the integral sliding stability analysis of the filling media on the ...
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