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    Closure to “Using a Small Ring and a Fall-Cone to Determine the Plastic Limit” by Tao-Wei Feng 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): Tao-Wei Feng
    Publisher: American Society of Civil Engineers
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    Using a Small Ring and a Fall-Cone to Determine the Plastic Limit 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Tao-Wei Feng
    Publisher: American Society of Civil Engineers
    Abstract: The plastic limit is an important property of fine-grained soils. The standard thread-rolling method for determining the plastic limit has long been criticized for requiring considerable judgements from the operator. This ...
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    Biomechanical Studies on Patterns of Cranial Bone Fracture Using the Immature Porcine Model 

    Source: Journal of Biomechanical Engineering:;2017:;volume( 139 ):;issue: 002:;page 21001
    Author(s): Haut, Roger C.; Wei, Feng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This review was prepared for the American Society of Mechanical Engineers Lissner Medal. It specifically discusses research performed in the Orthopaedic Biomechanics Laboratories on pediatric cranial bone mechanics and ...
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    Hybridization of Finite-Element Method and Support Vector Machine to Determine Scour Bridge Safety Level 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 003
    Author(s): Chung-Wei Feng; Hsun-Yi Huang
    Publisher: American Society of Civil Engineers
    Abstract: Bridge failure as a result of scour may cause a serious disaster because it tends to occur suddenly and without prior warning. Although the scour depth around a bridge pier is an important index to evaluate the condition ...
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    First-Order Reliability Analysis of Wood Structural Systems 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 003
    Author(s): William M. Bulleit; Wei-Feng Liu
    Publisher: American Society of Civil Engineers
    Abstract: Computer simulation and an approximate method were used to study the lifetime behavior of wood floor and roof systems. A simplified beam-spring model was used to model the systems. In this study, two-way action of the ...
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    Overload Behavior of Sheathed Lumber Systems 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 007
    Author(s): Wei-Feng Liu; William M. Bulleit
    Publisher: American Society of Civil Engineers
    Abstract: Computer simulation was used to study the overload behavior of sheathed lumber systems. Simulations included in this study covered two-way action of the sheathing; partial composite action between the sheathing, connectors, ...
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    Study on Linear Expansion Performance of AR-SMA-13 Rubber Asphalt Mixture in Marshall Test 

    Source: Journal of Highway and Transportation Research and Development (English Edition ):;2016:;Volume ( 010 ):;issue: 004
    Author(s): Zhi-jiao Feng; Xiao-wei Feng; Yue Feng
    Publisher: American Society of Civil Engineers
    Abstract: The compaction degree of asphalt mixture directly affects the tensile or compressive strength of pavement, given that high elastic crumb rubber exists in asphalt rubber mixtures and the characteristics of asphalt rubber ...
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    Using a Simple Soil Spring Model and Support Vector Machine to Determine Bridge Scour Depth and Bridge Safety 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004
    Author(s): Chung-Wei Feng; Shen-Haw Ju; Hsun-Yi Huang
    Publisher: American Society of Civil Engineers
    Abstract: Scouring around bridge piers is an important safety issue of bridge management since it can lead to bridge slant and collapse. Therefore, bridge scour depth is an important index to determine a bridge’s safety condition. ...
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    Using Genetic Algorithms to Solve Construction Time-Cost Trade-Off Problems 

    Source: Journal of Computing in Civil Engineering:;1997:;Volume ( 011 ):;issue: 003
    Author(s): Chung-Wei Feng; Liang Liu; Scott A. Burns
    Publisher: American Society of Civil Engineers
    Abstract: Time-cost trade-off analysis is one of the most important aspects of construction project planning and control. There are trade-offs between time and cost to complete the activities of a project; in general, the less ...
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    Stochastic Construction Time-Cost Trade-Off Analysis 

    Source: Journal of Computing in Civil Engineering:;2000:;Volume ( 014 ):;issue: 002
    Author(s): Chung-Wei Feng; Liang Liu; Scott A. Burns
    Publisher: American Society of Civil Engineers
    Abstract: Traditional time-cost trade-off analysis assumes that the time and cost of an option within an activity are deterministic. However, in reality the time and cost are uncertain. Therefore, in analyzing the time-cost trade-off ...
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