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5篇 您的检索式:作者名="YOU WEIJIA"
    题名 作者 年代 出处 被引量
1Guidelines on the Diagnosis and Management of Primary Biliary Cholangitis (2021)显示文摘In 2015, the Chinese Society of Hepatology and the Chinese Society of Gastroenterology published a consensus on pri-mary biliary cholangitis (PBC). In the past years, numerous clinical studies have been published in the field of PBC. To guide the clinical diagnosis and management of PBC patients, the Chinese Society of Hepatology invited a panel of experts to assess the new clinical evidence and formulate the current guidelines.Hong You Weijia Duan Shuxiang Li Tingting Lv Sha Chen Lungen Lu Xiong Ma Ying Han Yuemin Nan Xiaoyuan Xu Zhongping Duan Lai Wei Jidong Jia Hui Zhuang Chinese Society of Hepatology,Chinese Medical Association 2023Journal of Clinical and Translational Hepatology2023,11,3:1
2Effect of thermal annealing on the optical properties of CdGeAs 2 wafers显示文摘Wei Huang Beijun Zhao Shifu Zhu Zhiyu He Baojun Chen Jiawei Li You Yu Jingjing Tang Weijia Liu 2013Journal of Crystal Growth2013,,:1
3Environment and genotype controls on mercury accumulation in rice ( Oryza sativa L.) cultivated along a contamination gradient in Guizhou, China显示文摘Sarah E. Rothenberg Xinbin Feng Weijia Zhou Ming Tu Bangwen Jin Junmei You 2012Science of the Total Environment2012,,:1
4Reputation inflation detection in a Chinese C2C market显示文摘YOU WEIJIA LIU LU XIA MU 2011Electronic Commerce Research and Applications2011,10,5:1
5Liquefaction susceptibility and deformation characteristics of saturated coral sandy soils subjected to cyclic loadings-a critical review显示文摘Coral sandy soils widely exist in coral island reefs and seashores in tropical and subtropical regions.Due to the unique marine depositional environment of coral sandy soils,the engineering characteristics and responses of these soils subjected to monotonic and cyclic loadings have been a subject of intense interest among the geotechnical and earthquake engineering communities.This paper critically reviews the progress of experimental investigations on the undrained behavior of coral sandy soils under monotonic and cyclic loadings over the last three decades.The focus of coverage includes the contractive-dilative behavior,the pattern of excess pore-water pressure(EPWP)generation and the liquefaction mechanism and liquefaction resistance,the small-strain shear modulus and strain-dependent shear modulus and damping,the cyclic softening feature,and the anisotropic characteristics of undrained responses of saturated coral sandy soils.In particular,the advances made in the past decades are reviewed from the following aspects:(1)the characterization of factors that impact the mechanism and patterns of EPWP build-up;(2)the identification of liquefaction triggering in terms of the apparent viscosity and the average flow coefficient;(3)the establishment of the invariable form of strain-based,stress-based,or energy-based EPWP ratio formulas and the unique relationship between the new proxy of liquefaction resistance and the number of cycles required to reach liquefaction;(4)the establishment of the invariable form of the predictive formulas of small strain modulus and strain-dependent shear modulus;and(5)the investigation on the effects of stress-induced anisotropy on liquefaction susceptibility and dynamic deformation characteristics.Insights gained through the critical review of these advances in the past decades offer a perspective for future research to further resolve the fundamental issues concerning the liquefaction mechanism and responses of coral sandy sites subjected to cyclic loadings associated with seismic events in marine environments.Chen Guoxing Qin You Ma Weijia Liang Ke Wu Qi C.Hsein Juang 2024Earthquake Engineering and Engineering Vibration2024,23,1:0
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