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    Weighing the Influence of Geological and Geotechnical Factors in Soil Liquefaction Assessments 

    Source: Natural Hazards Review:;2024:;Volume ( 025 ):;issue: 004:;page 04024030-1
    Author(s): J. P. Wang; Chung-Chun Teng; Chia-Ying Sung; Yun Xu
    Publisher: American Society of Civil Engineers
    Abstract: History has shown that soil liquefaction could render buildings or infrastructures nonserviceable. It is understood that the soil liquefaction potential depends on the geotechnical engineering properties at the site and ...
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    Best-Estimate Return Period of the Sanchiao Earthquake in Taipei: Bayesian Approach 

    Source: Natural Hazards Review:;2016:;Volume ( 017 ):;issue: 001
    Author(s): J. P. Wang; Su-Chin Chang; Yun Xu
    Publisher: American Society of Civil Engineers
    Abstract: It is believed that the Sanchiao fault in Taipei, the most important city in Taiwan, has caused several major earthquakes. In the literature, one study suggested return periods of the Sanchiao earthquake of 543, 568, and ...
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    Best-Estimate Return Period of the Sanchiao Earthquake in Taipei: Bayesian Approach 

    Source: Natural Hazards Review:;2016:;Volume ( 017 ):;issue: 001
    Author(s): J. P. Wang; Su-Chin Chang; Yun Xu
    Publisher: American Society of Civil Engineers
    Abstract: It is believed that the Sanchiao fault in Taipei, the most important city in Taiwan, has caused several major earthquakes. In the literature, one study suggested return periods of the Sanchiao earthquake of 543, 568, and ...
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    Major Earthquakes around Taipei and a Seismic Hazard Assessment with Monte Carlo Simulation 

    Source: Natural Hazards Review:;2015:;Volume ( 016 ):;issue: 004
    Author(s): J. P. Wang; Yih-Min Wu; Duruo Huang
    Publisher: American Society of Civil Engineers
    Abstract: The region around Taiwan is known for high seismicity. Under the circumstances, seismic hazard assessments and proper earthquake-resistant designs are essential to the region. From a well-studied earthquake catalog, this ...
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    Behavior of Concave Segmental Soil Retaining Wall Using Porcupine Blocks 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 008:;page 04021138-1
    Author(s): Dionysios Stathas; J. P. Wang; Hoe I. Ling
    Publisher: ASCE
    Abstract: Motivated by recent studies showing concave slopes are more stable than planar slopes, this paper presents a feasible approach to build a dry-stone concave gravity segmental soil retaining wall (GSW) using special prefabricated ...
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