{"id":123,"date":"2020-03-04T12:42:47","date_gmt":"2020-03-04T04:42:47","guid":{"rendered":"http:\/\/59.74.184.54:8888\/?page_id=123"},"modified":"2023-05-29T13:42:08","modified_gmt":"2023-05-29T05:42:08","slug":"%e5%ad%a6%e6%9c%af%e4%b8%93%e8%91%97%e3%80%81%e8%ae%ba%e6%96%87%e3%80%81%e5%8f%91%e6%98%8e%e4%b8%93%e5%88%a9","status":"publish","type":"page","link":"http:\/\/ytydxgc.xust.edu.cn\/?page_id=123","title":{"rendered":"\u5b66\u672f\u4e13\u8457\u3001\u8bba\u6587\u3001\u53d1\u660e\u4e13\u5229"},"content":{"rendered":"\n

\u8fd1\u4e09\u5e74\u6765\uff0c\u897f\u5b89\u5e02\u5ca9\u571f\u4e0e\u5730\u4e0b\u5de5\u7a0b\u91cd\u70b9\u5b9e\u9a8c\u5ba4\u7814\u7a76\u4eba\u5458\uff0c\u53d1\u8868\u8bba\u658767\u7bc7\uff0c\u5176\u4e2dSCI\u8bba\u658761\u7bc7\uff0cEI\u8bba\u65873\u7bc7\uff0c\u6838\u5fc3\u671f\u520a\u8bba\u65873\u7bc7\uff0c\u7533\u8bf7\u56fd\u5bb6\u4e13\u5229\u5e76\u6388\u674323\u9879\uff0c\u5176\u4e2d\u53d1\u660e\u4e13\u52299\u9879\uff0c\u5b9e\u7528\u65b0\u578b\u4e13\u522914\u9879\u3002<\/p>\n\n\n\n

\u5b9e\u9a8c\u5ba4\u53d1\u8868\u7684\u5b66\u672f\u8bba\u6587\u6e05\u5355<\/strong><\/p>\n\n\n\n

\u5e8f\u53f7<\/strong><\/td>\u59d3\u540d<\/strong><\/td>\u8bba\u6587\u540d\u79f0<\/strong><\/td>\u53d1\u8868\u671f\u520a<\/strong><\/td>\u53d1\u8868\u65f6\u95f4<\/strong><\/td>\u671f\u520a\u7b49\u7ea7<\/strong><\/td><\/tr>
1<\/td>\u90c5\u5f6c<\/td>A Constitutive Model for Structured Loess Under High Stress Conditions<\/td>Iran J Sci Technol Trans Civ Eng<\/td>2019<\/td>SCI<\/td><\/tr>
2<\/td>\u6bb5\u65ed<\/td>Experimental Study on Seismic Performance of Prefabricated Utility Tunnel<\/td>Advances in Civil Engineering<\/td>2019<\/td>SCI<\/td><\/tr>
3<\/td>\u8c37\u62f4\u6210<\/td>\u7164\u77ff\u4e95\u4e0b\u968f\u94bb\u6d4b\u91cf\u4fe1\u53f7\u6ce5\u6d46\u8109\u51b2\u4f20\u8f93\u7279\u6027\u7814\u7a76\u4e0e\u8bd5\u9a8c<\/td>\u7164\u70ad\u5b66\u62a5<\/td>2019<\/td>SCI<\/td><\/tr>
4<\/td>\u80e1\u68a6\u73b2<\/td>Research on the Reasonable Width of the Waterproof Coal Pillar during the Mining of a Shallow Coal Seam Located Close to a Reservoir<\/td>Advances in Civil Engineering<\/td>2019<\/td>SCI<\/td><\/tr>
5<\/td>\u53f6\u4e07\u519b<\/td>The consequences of changes in the structure of loess as a result of cyclic freezing and<\/td>Bulletin of Engineering Geology and the Environment<\/td>2019
<\/td>		SCI<\/td><\/tr>
6<\/td>\u6bb5\u65ed<\/td>Study on adverse effects of groundwater level rising induced by land creation engineering in hilly and gully area of the Loess Plateau<\/td>Journal of Mountain Science<\/td>2019<\/td>SCI<\/td><\/tr>
7<\/td>\u8d3e\u6d77\u6881<\/td>An NMR-based investigation of pore water freezing process in sandstone<\/td>Cold Regions Science and Technology<\/td>2019<\/td>SCI<\/td><\/tr>
8<\/td>\u5f20\u8f89<\/td>Experimental Study on Moisture Migration of Unsaturated Loess during the Freezing Process<\/td>Advances in Civil Engineering<\/td>2020<\/td>SCI<\/td><\/tr>
9<\/td>\u5f20\u8f89<\/td>Study on Varying Characteristics of Temperature Field and Moisture Field of Shallow Loess in the Freeze-Thaw Period<\/td>Advances in Materials Science and Engineering<\/td>2020<\/td>SCI<\/td><\/tr>
10<\/td>\u9ad8\u4e19\u4e3d<\/td>Stability Analysis of Cavern No. 5 with the Largest Span in Heidong Large Ancient Underground Quarry<\/td>Environmental Earth Sciences<\/td>2020<\/td>SCI<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n\n\n\n\n
\u5e8f\u53f7<\/strong><\/td>\u59d3\u540d<\/strong><\/td>\u8bba\u6587\u540d\u79f0<\/strong><\/td>\u53d1\u8868\u671f\u520a<\/strong><\/td>\u53d1\u8868\u65f6\u95f4<\/strong><\/td>\u671f\u520a\u7b49\u7ea7<\/strong><\/td><\/tr>
11<\/td>\u4efb\u5efa\u559c<\/td>\u8fb9\u6869\u5bf9PBA\u6cd5\u9ec4\u571f\u8f66\u7ad9\u5730\u8868\u53d8\u5f62\u7684\u5f71\u54cd\u5206\u6790<\/td>\u94c1\u9053\u5de5\u7a0b\u5b66\u62a5<\/td>2020<\/td>EI<\/td><\/tr>
12<\/td>\u4efb\u5efa\u559c<\/td>\u5bcc\u6c34\u5706\u783e\u5730\u5c42\u76fe\u6784\u96a7\u9053\u65bd\u5de5\u5bf9\u5730\u8868\u53ca\u5efa\u7b51\u7269\u5f71\u54cd\u5206\u6790<\/td>\u57ce\u5e02\u8f68\u9053\u4ea4\u901a\u7814\u7a76<\/td>2020<\/td>\u4e2d\u6587\u6838\u5fc3<\/td><\/tr>
13<\/td>\u4efb\u5efa\u559c<\/td>\u5927\u65ad\u9762\u9ec4\u571f\u5730\u94c1\u96a7\u9053\u4e0d\u540c\u6d45\u57cb\u6697\u6316\u65bd\u5de5\u65b9\u6cd5\u6bd4\u8f83\u5206\u6790<\/td>\u57ce\u5e02\u8f68\u9053\u4ea4\u901a\u7814\u7a76<\/td>2020<\/td>\u4e2d\u6587\u6838\u5fc3<\/td><\/tr>
14<\/td>\u8c37\u62f4\u6210<\/td>Ultimate Bearing Capacity Analysis of CFRP-Strengthened Shield Segments Using Bonding Slip Behavior Experiments<\/td>Materials<\/td>2020<\/td>SCI<\/td><\/tr>
15<\/td>\u53f6\u4e07\u519b<\/td>Deterioration of the Internal Structure of Loess under Dry-Wet Cycles<\/td>Advances in Civil Engineering<\/td>2020
<\/td>		SCI<\/td><\/tr>
16<\/td>\u5f20\u8f89<\/td>Study on Varying Characteristics of Temperature Field and Moisture Field of Shallow Loess in the Freeze-Thaw Period<\/td>Advances in Materials  Science and Engineering<\/td>2020<\/td>SCI<\/td><\/tr>
17<\/td>\u8d3e\u6d77\u6881<\/td>Evolution in sandstone pore structures with freeze-thaw cycling and interpretation of damage mechanisms in saturated porous rocks<\/td>Catena<\/td>2020<\/td>SCI<\/td><\/tr>
18<\/td>\u53f6\u4e07\u519b<\/td>\u5e72\u6e7f\u73af\u5883\u4e0b\u81a8\u80c0\u571f\u529b\u5b66\u6027\u80fd\u52a3\u5316\u7684\u591a\u5c3a\u5ea6\u6548\u5e94<\/td>\u5ca9\u77f3\u529b\u5b66\u4e0e\u5de5\u7a0b\u5b66\u62a5<\/td>2020<\/td>EI<\/td><\/tr>
19<\/td>\u4efb\u5efa\u559c<\/td>\u5bcc\u6c34\u5706\u783e\u5730\u5c42\u76fe\u6784\u96a7\u9053\u65bd\u5de5\u5bf9\u5730\u8868\u53ca\u5efa\u7b51\u7269\u5f71\u54cd\u5206\u6790<\/td>\u57ce\u5e02\u8f68\u9053\u4ea4\u901a\u7814\u7a76<\/td>2020<\/td>\u6838\u5fc3\u671f\u520a<\/td><\/tr>
20<\/td>\u9648\u65b9\u65b9<\/td>\u88c2\u7eb9\u96c1\u884c\u5206\u5e03\u5ca9\u4f53\u8bd5\u6837\u5e94\u529b\u573a\u7279\u5f81\u4e0e\u7834\u574f\u6a21\u5f0f\u7814\u7a76<\/td>\u5e94\u7528\u529b\u5b66\u5b66\u62a5<\/td>2020<\/td>CSCD<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n\n\n\n\n
\u5e8f\u53f7<\/strong><\/td>\u59d3\u540d<\/strong><\/td>\u8bba\u6587\u540d\u79f0<\/strong><\/td>\u53d1\u8868\u671f\u520a<\/strong><\/td>\u53d1\u8868\u65f6\u95f4<\/strong><\/td>\u671f\u520a\u7b49\u7ea7<\/strong><\/td><\/tr>
21<\/td>\u8d3e\u6d77\u6881<\/td>Microscopic mechanisms of microwave irradiation thawing frozen soil and potential application in excavation of frozen ground<\/td>COLD REGIONS SCIENCE AND TECHNOLOGY<\/td>2021<\/td>SCI<\/td><\/tr>
22<\/td>\u8d3e\u6d77\u6881<\/td>Development of Anisotropy in Sandstone Subjected to Repeated Frost Action<\/td>ROCK MECHANICS AND ROCK ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
23<\/td>\u8d3e\u6d77\u6881<\/td>Hysteresis in the ultrasonic parameters of saturated sandstone during freezing and thawing and correlations with unfrozen water content<\/td>JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
24<\/td>\u5b8b\u52c7\u519b<\/td>Fracture evolution and failure characteristics of sandstone under freeze-thaw cycling by computed tomography<\/td>ENGINEERING GEOLOGY<\/td>2021<\/td>SCI<\/td><\/tr>
25<\/td>\u79e6\u537f<\/td>Considering Shear Behavior of Beam-Column Connections to Assess the Seismic Performance of RC Frames Subjected to Freeze-Thaw Cycles<\/td>JOURNAL OF EARTHQUAKE ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
26<\/td>\u5173\u8653<\/td>Performance of microwave-activated coal gangue powder as auxiliary cementitious material<\/td>JOURNAL OF MATERIALS RESEARCH AND TECHNOLOGY-JMR&T<\/td>2021<\/td>SCI<\/td><\/tr>
27<\/td>\u8d3e\u6d77\u6881<\/td>Linking the mechanical properties of frozen sandstone to phase composition of pore water measured by LF-NMR at subzero temperatures<\/td>BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT<\/td>2021<\/td>SCI<\/td><\/tr>
28<\/td>\u4ee3\u6167\u5a1f<\/td>Study of the Interfacial Bond Behavior between CFRP Grid-PCM Reinforcing Layer and Concrete via a Simplified Mechanical Model<\/td>MATERIALS<\/td>2021<\/td>SCI<\/td><\/tr>
29<\/td>\u90b1\u7ee7\u751f<\/td>The influence of fly ash content on ITZ microstructure of coal gangue concrete<\/td>CONSTRUCTION AND BUILDING MATERIALS<\/td>2021<\/td>SCI<\/td><\/tr>
30<\/td>\u90b1\u7ee7\u751f<\/td>Effect and mechanism of coal gangue concrete modification by fly ash<\/td>CONSTRUCTION AND BUILDING MATERIALS<\/td>2021<\/td>SCI<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n\n\n\n\n
\u5e8f\u53f7<\/strong><\/td>\u59d3\u540d<\/strong><\/td>\u8bba\u6587\u540d\u79f0<\/strong><\/td>\u53d1\u8868\u671f\u520a<\/strong><\/td>\u53d1\u8868\u65f6\u95f4<\/strong><\/td>\u671f\u520a\u7b49\u7ea7<\/strong><\/td><\/tr>
31<\/td>\u6bd5\u5189<\/td>Higher order plate theory for buckling analysis of plates based on exact solution<\/td>STEEL AND COMPOSITE STRUCTURES<\/td>2021<\/td>SCI<\/td><\/tr>
32<\/td>\u6bd5\u5189<\/td>Wave propagation analysis of the higher-order nanopanel with laminated composite core and magneto-electro-elastic face sheets via nonlocal strain gradient theory<\/td>WAVES IN RANDOM AND COMPLEX MEDIA<\/td>2021<\/td>SCI<\/td><\/tr>
33<\/td>\u5510\u4e3d\u4e91<\/td>Shear properties and pore structure characteristics of soil-rock mixture under freeze-thaw cycles<\/td>BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT<\/td>2021<\/td>SCI<\/td><\/tr>
34<\/td>\u674e\u6d77\u6ee8<\/td>Study on waste engine oil and waste cooking oil on performance improvement of aged asphalt and application in reclaimed asphalt mixture<\/td>CONSTRUCTION AND BUILDING MATERIALS<\/td>2021<\/td>SCI<\/td><\/tr>
35<\/td>\u5434\u8fea<\/td>A full-scale field experiment to study the hydrothermal behavior of the multilayer asphalt concrete pavement in cold regions<\/td>CONSTRUCTION AND BUILDING MATERIALS<\/td>2021<\/td>SCI<\/td><\/tr>
36<\/td>\u666f\u5b8f\u541b<\/td>Investigation on the Settlement of High Rockfill Embankment Using Centrifuge Tests<\/td>FRONTIERS IN PHYSICS<\/td>2021<\/td>SCI<\/td><\/tr>
37<\/td>\u5b8b\u52c7\u519b<\/td>Creep Characteristics of Different Saturated States of Red Sandstone after Freeze-Thaw Cycles<\/td>GEOFLUIDS<\/td>2021<\/td>SCI<\/td><\/tr>
38<\/td>\u5b8b\u52c7\u519b<\/td>Triaxial Creep Behavior of Red Sandstone in Freeze-Thaw Environments<\/td>GEOFLUIDS<\/td>2021<\/td>SCI<\/td><\/tr>
39<\/td>\u5510\u4e3d\u4e91<\/td>Numerical analysis of frost heave and thawing settlement of the pile-soil system in degraded permafrost region<\/td>ENVIRONMENTAL EARTH SCIENCES<\/td>2021<\/td>SCI<\/td><\/tr>
40<\/td>\u9648\u5174\u5468<\/td>Mechanical-characteristic evaluation of excavation unloading rock mass subject to high-temperature conditions<\/td>ENGINEERING FAILURE ANALYSIS<\/td>2021<\/td>SCI<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n\n\n\n\n
\u5e8f\u53f7<\/strong><\/td>\u59d3\u540d<\/strong><\/td>\u8bba\u6587\u540d\u79f0<\/strong><\/td>\u53d1\u8868\u671f\u520a<\/strong><\/td>\u53d1\u8868\u65f6\u95f4<\/strong><\/td>\u671f\u520a\u7b49\u7ea7<\/strong><\/td><\/tr>
41<\/td>\u674e\u6d77\u6ee8<\/td>Influence of Compound Action of Rubber Powder and SBS on High-Temperature Performance of Asphalt Pavement Surface<\/td>JOURNAL OF MATERIALS IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
42<\/td>\u9ad8\u4e19\u4e3d<\/td>Visual research and determination of structural plane and free face of rock slopes<\/td>ENVIRONMENTAL EARTH SCIENCES<\/td>2021<\/td>SCI<\/td><\/tr>
43<\/td>\u666f\u5b8f\u541b<\/td>Discrete Element Simulation of Bending Deformation of Geogrid-Reinforced Macadam Base<\/td>TEHNICKI VJESNIK-TECHNICAL GAZETTE<\/td>2021<\/td>SCI<\/td><\/tr>
44<\/td>\u666f\u5b8f\u541b<\/td>Research on Bending Fatigue Properties of Reinforced Macadam Foundation<\/td>TEHNICKI VJESNIK-TECHNICAL GAZETTE<\/td>2021<\/td>SCI<\/td><\/tr>
45<\/td>\u666f\u5b8f\u541b<\/td>Analysis on Drivers’ Vision-psychology under the Influence of Color Difference after Pavement Pothole Repair<\/td>TEHNICKI VJESNIK-TECHNICAL GAZETTE<\/td>2021<\/td>SCI<\/td><\/tr>
46<\/td>\u5173\u8653<\/td>Mechanism on Activation of Coal Gangue Admixture<\/td>ADVANCES IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
47<\/td>\u82cf\u57f9\u8389<\/td>Research on Optimal Proportion and Performance of Cement-Clay Slurry<\/td>ADVANCES IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
48<\/td>\u82cf\u57f9\u8389<\/td>Cement Slurry Plugging Law and Optimal Plugging Flow Rate at a High Hydraulic Gradient<\/td>ADVANCES IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
49<\/td>\u8463\u897f\u597d<\/td>The Variation Mechanism of Thermal Properties of Loess with Different Water Contents during Freezing<\/td>ADVANCES IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
50<\/td>\u4e8e\u8fdc\u7965<\/td>Space-Time Evolution Laws of Zonal Disintegration in Deep Underground Caves Based on Coordination Deformation between the Bolt Body and Surrounding Rock<\/td>ADVANCES IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n\n\n\n\n
\u5e8f\u53f7<\/strong><\/td>\u59d3\u540d<\/strong><\/td>\u8bba\u6587\u540d\u79f0<\/strong><\/td>\u53d1\u8868\u671f\u520a<\/strong><\/td>\u53d1\u8868\u65f6\u95f4<\/strong><\/td>\u671f\u520a\u7b49\u7ea7<\/strong><\/td><\/tr>
51<\/td>\u4efb\u5efa\u559c<\/td>Effect of porewater pressure on the mechanical properties of red sandstone with different unloading rates<\/td>QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY<\/td>2021<\/td>SCI<\/td><\/tr>
52<\/td>\u90b1\u7ee7\u751f<\/td>Freezing-Thawing Damage Mechanism of Coal Gangue Concrete Based on Low-Field Nuclear Magnetic Resonance, Scanning Electron Microscopy, and N-2 Adsorption<\/td>ADVANCES IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
53<\/td>\u6bd5\u5189<\/td>Investigating the Effect of Preimpact Energy Dissipation on Coefficient of Restitution regarding the Slope-Boulder Interaction<\/td>ADVANCES IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
54<\/td>\u5510\u4e3d\u4e91<\/td>Frost Heave and Thawing Settlement of Frozen Soils around Concrete Piles: A Laboratory Model Test<\/td>JOURNAL OF TESTING AND EVALUATION<\/td>2021<\/td>SCI<\/td><\/tr>
55<\/td>\u5510\u4e3d\u4e91<\/td>Experimental study of the frozen soil-structure interface shear strength deterioration mechanism during thawing<\/td>ARABIAN JOURNAL OF GEOSCIENCES<\/td>2021<\/td>SCI<\/td><\/tr>
56<\/td>\u674e\u6d77\u6ee8<\/td>Preparation of Low Rolling Resistance Modified Asphalt and Analysis of Its Rolling Resistance and Viscoelasticity<\/td>TEHNICKI VJESNIK-TECHNICAL GAZETTE<\/td>2021<\/td>SCI<\/td><\/tr>
57<\/td>\u90c5\u5f6c<\/td>A New Method for Reducing Collapsibility of Loess Foundation with Thicker Deposit: The Borehole Preimmersion Method<\/td>ADVANCES IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
58<\/td>\u90c5\u5f6c<\/td>Research on the Collapse Coefficient of Collapsible Loess under Unloading<\/td>ADVANCES IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
59<\/td>\u718a\u5149\u7ea2<\/td>RESEARCH ON EARTHQUAKE VULNERABILITY OF REINFORCED CONCRETE STRUCTURE BUILDING ENVIRONMENT<\/td>FRESENIUS ENVIRONMENTAL BULLETIN<\/td>2021<\/td>SCI<\/td><\/tr>
60<\/td>\u5218\u7fa4\u5cf0<\/td>Ground Motion Frequency Insensitivity of Bearing-Supported Pedestrian Bridge with Viscous Dampers<\/td>KSCE JOURNAL OF CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n\n\n\n\n
\u5e8f\u53f7<\/strong><\/td>\u59d3\u540d<\/strong><\/td>\u8bba\u6587\u540d\u79f0<\/strong><\/td>\u53d1\u8868\u671f\u520a<\/strong><\/td>\u53d1\u8868\u65f6\u95f4<\/strong><\/td>\u671f\u520a\u7b49\u7ea7<\/strong><\/td><\/tr>
61<\/td>\u5218\u5e73<\/td>Multisource Ground Motion Attenuation Relationship Model for the Vertical Component of the Wenchuan Earthquake on May 12, 2008<\/td>ADVANCES IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
62<\/td>\u5f20\u73a5<\/td>Time Scale of Chloride-Induced Corrosion on Circular Section RC Linked Accelerated Test to Natural Corrosion<\/td>ADVANCES IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
63<\/td>\u53f6\u4e07\u519b<\/td>Temporal and Spatial Effect of Surrounding Rock and Supporting Construction of a Large Soil Tunnel<\/td>ADVANCES IN CIVIL ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
64<\/td>\u53f6\u4e07\u519b<\/td>Multiscale Analysis of the Strength Deterioration of Loess under the Action of Drying and Wetting Cycles<\/td>ADVANCES IN MATERIALS SCIENCE AND ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
65<\/td>\u53f6\u4e07\u519b<\/td>Experimental Study on the Microstructure and Expansion Characteristics of Paleosol Based on Spectral Scanning<\/td>JOURNAL OF SPECTROSCOPY<\/td>2021<\/td>SCI<\/td><\/tr>
66<\/td>\u53f6\u4e07\u519b<\/td>Shear Strength and Microstructure of Intact Loess Subjected to Freeze-Thaw Cycling<\/td>ADVANCES IN MATERIALS SCIENCE AND ENGINEERING<\/td>2021<\/td>SCI<\/td><\/tr>
67<\/td>\u6234\u4fca<\/td>An experimental study of damage characteristics at bond of RC after microwave heating<\/td>GRADEVINAR<\/td>2021<\/td>SCI<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n\n\n\n\n

\u5b9e\u9a8c\u5ba4\u83b7\u5f97\u4e13\u5229\u53d7\u7406\u6e05\u5355<\/strong><\/p>\n\n\n\n

\u5e8f\u53f7<\/strong><\/td>\u59d3\u540d<\/strong><\/td>\u4e13\u5229\u540d\u79f0<\/strong><\/td>\u4e13\u5229\u53f7<\/strong><\/td>\u4e13\u5229\u7c7b\u522b<\/strong><\/td>\u53d7\u7406\u65f6\u95f4<\/strong><\/td>\u672c\u4eba\u603b\u6392\u540d<\/strong><\/td><\/tr>
1<\/td>\u8d3e\u6d77\u6881<\/td>\u5b9e\u65f6\u76d1\u6d4b\u51bb\u878d\u8fc7\u7a0b\u4e2d\u5ca9\u571f\u4f53\u5185\u90e8\u6c34\u5206\u8fc1\u79fb\u7684\u88c5\u7f6e\u548c\u65b9\u6cd5<\/td>CN201720263307.X<\/td>\u53d1\u660e<\/td>2018<\/td>\u7b2c\u4e00<\/td><\/tr>
2<\/td>\u5f20\u8f89<\/td>\u4e00\u79cd\u5b63\u8282\u51bb\u571f\u533a\u5355\u6869\u6c34\u5e73\u627f\u8f7d\u6027\u72b6\u6570\u503c\u5206\u6790\u65b9\u6cd5<\/td>CN201510111179.2<\/td>\u53d1\u660e<\/td>2018<\/td>\u7b2c\u4e00<\/td><\/tr>
3<\/td>\u90d1\u9009\u8363<\/td>\u4e00\u79cd\u96a7\u9053\u638c\u5b50\u9762\u4e34\u65f6\u652f\u6491\u88c5\u7f6e<\/td>CN201810760595.9<\/td>\u53d1\u660e<\/td>2018<\/td>\u7b2c\u4e00<\/td><\/tr>
4<\/td>\u666f\u5b8f\u541b<\/td>\u4e00\u79cd\u9ad8\u901f\u516c\u8def\u62a4\u680f\u5b89\u88c5\u7528\u5feb\u901f\u6253\u5b54\u88c5\u7f6e<\/td>CN201610748346.9<\/td>\u53d1\u660e<\/td>2018<\/td>\u7b2c\u4e00<\/td><\/tr>
5<\/td>\u90c5\u5f6c<\/td>\u4e00\u79cd\u53ef\u63a7\u5f0f\u9884\u6d78\u6c34\u5904\u7406\u6e7f\u9677\u6027\u9ec4\u571f\u5730\u57fa\u7684\u65b9\u6cd5<\/td>CN201910994142.7<\/td>\u53d1\u660e<\/td>2019<\/td>\u7b2c\u4e00<\/td><\/tr>
6<\/td>\u90c5\u5f6c<\/td>\u6df1\u539a\u6e7f\u9677\u6027\u571f\u5c42\u6d78\u6c34\u91cf\u7684\u7814\u7a76\u65b9\u6cd5<\/td>CN201910995049.8<\/td>\u53d1\u660e<\/td>2019<\/td>\u7b2c\u4e00<\/td><\/tr>
7<\/td>\u90c5\u5f6c<\/td>\u4e00\u79cd\u5ca9\u571f\u5de5\u7a0b\u65bd\u5de5\u7834\u788e\u91c7\u6837\u8bbe\u5907<\/td>CN201922346772.1<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2019<\/td>\u7b2c\u4e8c<\/td><\/tr>
8<\/td>\u666f\u5b8f\u541b<\/td>\u4e00\u79cd\u5efa\u7b51\u6df7\u51dd\u571f\u644a\u5e73\u88c5\u7f6e<\/td>CN201922040743.2<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2019<\/td>\u7b2c\u4e8c<\/td><\/tr>
9<\/td>\u666f\u5b8f\u541b<\/td>\u4e00\u79cd\u5efa\u7b51\u5730\u57fa\u7528\u6392\u6c34\u88c5\u7f6e<\/td>CN201922040724.X<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2019<\/td>\u7b2c\u4e8c<\/td><\/tr>
10<\/td>\u90c5\u5f6c<\/td>\u57fa\u4e8e\u964d\u6c34\u91cf\u4f30\u7b97\u7684\u77ff\u4e95\u6c34\u5bb3\u9632\u6cbb\u88c5\u7f6e<\/td>CN202020110843.8<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2020<\/td>\u7b2c\u4e00<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n\n\n\n\n
\u5e8f\u53f7<\/strong><\/td>\u59d3\u540d<\/strong><\/td>\u4e13\u5229\u540d\u79f0<\/strong><\/td>\u4e13\u5229\u53f7<\/strong><\/td>\u4e13\u5229\u7c7b\u522b<\/strong><\/td>\u53d7\u7406\u65f6\u95f4<\/strong><\/td>\u672c\u4eba\u603b\u6392\u540d<\/strong><\/td><\/tr>
11<\/td>\u8c37\u6813\u6210<\/td>\u4e00\u79cd\u6279\u91cf\u5236\u5907\u5fae\u80f6\u56ca\u7684\u8bbe\u5907\u53ca\u65b9\u6cd5<\/td>CN201810427765.1<\/td>\u53d1\u660e<\/td>2020<\/td>\u7b2c\u56db<\/td><\/tr>
12<\/td>\u90c5\u5f6c<\/td>\u4e00\u79cd\u914d\u7f6e\u7279\u5b9a\u7c92\u5f84\u53ca\u542b\u6c34\u7387\u7684\u7b5b\u571f\u6405\u62cc\u88c5\u7f6e<\/td>CN202020450788.7<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2020<\/td>\u7b2c\u4e8c<\/td><\/tr>
13<\/td>\u666f\u5b8f\u541b<\/td>\u4e00\u79cd\u6c34\u5229\u5de5\u7a0b\u7528\u65bd\u5de5\u7ba1\u9053\u653e\u7f6e\u67b6<\/td>CN201922041501.5<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2020<\/td>\u7b2c\u4e09<\/td><\/tr>
14<\/td>\u90c5\u5f6c<\/td>\u9ad8\u5e94\u529b\u9ad8\u6e17\u538b\u73af\u5883\u4e0b\u6df1\u57cb\u6d1e\u5ba4\u56f4\u5ca9\u5378\u8377\u6e17\u6d41\u7279\u6027\u53ca\u7ed3\u6784\u6f14\u5316\u89c4\u5f8b\u7814\u7a76\u6df1\u539a\u6e7f\u9677\u6027\u571f\u5c42\u6d78\u6c34\u91cf\u7684\u7814\u7a76\u65b9\u6cd5<\/td>ZL201910995049.8<\/td>\u53d1\u660e\u4e13\u5229<\/td>2021<\/td>\u7b2c\u4e00<\/td><\/tr>
15<\/td>\u90c5\u5f6c<\/td>\u4e00\u79cd\u53ef\u63a7\u5f0f\u9884\u6d78\u6c34\u5904\u7406\u6e7f\u9677\u6027\u9ec4\u571f\u5730\u57fa\u7684\u65b9\u6cd5<\/td>ZL201910994142.7<\/td>\u53d1\u660e\u4e13\u5229<\/td>2021<\/td>\u7b2c\u4e00<\/td><\/tr>
16<\/td>\u6bb5\u65ed<\/td>\u4e00\u79cd\u5730\u57fa\u538b\u5b9e\u5ea6\u68c0\u6d4b\u88c5\u7f6e<\/td>ZL202020280991.4<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2021<\/td>\u7b2c\u4e00<\/td><\/tr>
17<\/td>\u5218\u6167<\/td>\u4e00\u79cd\u5ca9\u77f3\u5de5\u7a0b\u5730\u8d28\u6d4b\u8bd5\u7528\u6807\u672c\u91c7\u96c6\u88c5\u7f6e<\/td>ZL202023076448.1<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2021<\/td>\u7b2c\u4e00<\/td><\/tr>
18<\/td>\u5b8b\u52c7\u519b<\/td>\u4e00\u79cd\u5ca9\u77f3\u52d8\u6d4b\u7528\u7684\u53d6\u6837\u88c5\u7f6e<\/td>CN212159103U<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2021<\/td>\u7b2c\u4e00<\/td><\/tr>
19<\/td>\u97e9\u4f73\u660e<\/td>\u4e00\u79cd\u5ca9\u571f\u5de5\u7a0b\u6ed1\u5761\u6a21\u578b\u8bd5\u9a8c\u7bb1<\/td>ZL202022037981.0<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2021<\/td>\u7b2c\u4e00<\/td><\/tr>
20<\/td>\u5218\u6167<\/td>\u4e00\u79cd\u5ca9\u571f\u5de5\u7a0b\u52d8\u5bdf\u7528\u94bb\u63a2\u9632\u8dd1\u504f\u88c5\u7f6e<\/td>ZL202023070923.4<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2021<\/td>\u7b2c\u4e00<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n\n\n\n\n
\u5e8f\u53f7<\/strong><\/td>\u59d3\u540d<\/strong><\/td>\u4e13\u5229\u540d\u79f0<\/strong><\/td>\u4e13\u5229\u53f7<\/strong><\/td>\u4e13\u5229\u7c7b\u522b<\/strong><\/td>\u53d7\u7406\u65f6\u95f4<\/strong><\/td>\u672c\u4eba\u603b\u6392\u540d<\/strong><\/td><\/tr>
21<\/td>\u5510\u4e3d\u4e91<\/td>\u4e00\u79cd\u7528\u4e8e\u8fb9\u5761\u7684\u62a4\u7406\u7ed3\u6784<\/td>ZL202021252973.1<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2021<\/td>\u7b2c\u4e00<\/td><\/tr>
22<\/td>\u5510\u4e3d\u4e91<\/td>\u4e00\u79cd\u7528\u4e8e\u6d4b\u5b9a\u51bb\u571f\u5bfc\u70ed\u7cfb\u6570\u7684\u88c5\u7f6e<\/td>ZL202021338526.8<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2021<\/td>\u7b2c\u4e00<\/td><\/tr>
23<\/td>\u6bb5\u65ed<\/td>\u4e00\u79cd\u7528\u4e8e\u7efc\u5408\u7ba1\u5eca\u94a2\u7b4b\u9aa8\u67b6\u5728\u8f85\u52a9\u652f\u6491\u52a0\u56fa\u88c5\u7f6e<\/td>ZL202020105401.4<\/td>\u5b9e\u7528\u65b0\u578b<\/td>2021<\/td>\u7b2c\u4e00<\/td><\/tr><\/tbody><\/table><\/figure>\n","protected":false},"excerpt":{"rendered":"

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