{"id":110,"date":"2022-05-07T11:25:50","date_gmt":"2022-05-07T03:25:50","guid":{"rendered":"http:\/\/zhang.eatrice.cn\/?page_id=110"},"modified":"2026-04-04T12:54:22","modified_gmt":"2026-04-04T04:54:22","slug":"%e7%a0%94%e7%a9%b6%e6%88%90%e6%9e%9c","status":"publish","type":"page","link":"https:\/\/www.zhanggenbao.com\/?page_id=110","title":{"rendered":"\u5b66\u672f\u6210\u679c"},"content":{"rendered":"\n

\u82f1\u6587\u671f\u520a<\/strong><\/h3>\n\n\n

[1] Zhang G<\/strong>, Luo X, Li S, Deng L, Liu Y, Wang Z, Li Z, Li M, Xu C. Interface characterization of ground anchors embedded in soybean urease-induced carbonate precipitation-stabilized soils[J]. Acta Geotechnica<\/strong><\/em>, 2026: 1-18.(\u4e2d\u79d1\u96621\u533a)(PDF<\/a>)
[2] Zhang G<\/strong>, Chen L, Liu M*<\/sup>, Morsy M,\u00a0Ding H, He R, Luo X, Sun J, Wang Y. Shear property improvement of U-type steel wire mesh reinforced 3D printed composites.\u00a0Journal of Building Design and Environment<\/strong><\/em>, 2025, 3:\u00a0202567.\u00a0(PDF<\/a>)
[3] Zhu S, Zhang Z, Chen C, Zhang G<\/strong>, Huang M. A novel adhesion\u2013friction-based interface model and its application in generalized load-transfer theoretical analysis for tension\u2013compression composite anchor[J]. Acta Geotechnica<\/em><\/strong>, 2025: 1-25.(\u4e2d\u79d1\u96621\u533a)(PDF<\/a>)
[4] Zhang G<\/strong>, Xu C, Wang Y, Sun J, Ding H, Zhu S, Zou Z, Al azzani H, Li Z, Li D, Wang X. Experimental and data-driven prediction for the impact of free\/bond lengths of element specimen on interface characterization of ground anchors. Ocean Engineering<\/strong><\/em>, 2024, 309:118468.(\u4e2d\u79d1\u96622\u533a)(PDF<\/a>)
[5] Zhang G<\/strong>, Xu C, Wang D, Wang Y, Sun J, Zhu S, Morsy M, Liu Z, Wang X. Machine learning-based modeling of interface creep behavior of grouted soil anchors with varying soil moistures. Transportation Geotechnics<\/strong><\/em>, 2024, 48: 101299.(\u4e2d\u79d1\u96622\u533a)(PDF<\/a>)
[6] Zhu S*<\/sup>, Chen C, Zhang G<\/strong>, Wang M, Zhang Z. A theoretical model for the load-transfer analyses of load distributive compression anchor integrating DSC-based interface nonlinear model. Construction and Building Materials<\/em><\/strong>, 2024,\u00a0449:\u00a0138250.(\u4e2d\u79d1\u96621\u533a)(PDF<\/a>)
[7] Long Q, Zhao Y*<\/sup>, Zhang B*<\/sup>, Yang H, Luo Z, Li Z, Zhang G<\/strong>, Liu K. Interfacial behavior of slag-fly ash-red mud based geopolymer mortar with OPC concrete substrate: mechanical properties and microstructure.\u00a0Buildings<\/strong><\/em>, 2024,\u00a014, 652. (\u4e2d\u79d1\u96623\u533a)(PDF<\/a>)
[8] Yi X, Wang G, Zhang B*<\/sup>, Zhang G*<\/sup><\/strong><\/sup><\/strong>, Liu Y, Luo Z. Durability deterioration of geopolymer stabilized soft soil under sodium sulfate and magnesium sulfate attack: a comparative study. Buildings<\/em><\/strong>, 2023, 13, 1075. (\u4e2d\u79d1\u96623\u533a)(PDF<\/a>)
[9] Lin\u00a0S*<\/sup>, Chou N, Bao D, Zhang G<\/strong>, Xiong C, Fang J, Xie Y. Design and fabrication of artificial brain coral: evolution principle, turbulent hydrodynamics and matter interchange. Computers\u00a0and Structures<\/strong><\/em>, 2023, 276: 106955. (\u4e2d\u79d1\u96622\u533a)(PDF<\/a>)
[10] Chen C, Zhu S, Zhang G*<\/sup><\/strong><\/sup><\/strong>, Morsy A, Zornberg J, Mao F. A\u00a0generalized\u00a0load-transfer modelling framework for tensioned anchors integrating adhesion-friction-based interface model. International Journal of Geomechanics<\/em><\/strong>, 2022, 22(5): 04022036. (\u4e2d\u79d1\u96623\u533a)(PDF<\/a>)
[11] Zhang G<\/strong>, Zhu J*<\/sup>, Chen C, Tang R, Zhu S, Luo X. Analytical reliability evaluation framework of three-dimensional engineering slopes. Buildings<\/strong><\/em>, 2022, 12(3), 268. (\u4e2d\u79d1\u96623\u533a) (PDF<\/a>)
[12] Zhang G<\/strong>,\u00a0Ding Z, Wang Y, Chen C, Fu G, Luo X, Zhang C,\u00a0Wang X. Combined utilization of construction and demolition waste\u00a0and propylene fiber in cement stabilized soil. Buildings<\/em><\/strong>, 2022, 12(3), 350.\u00a0(\u4e2d\u79d1\u96623\u533a)(PDF<\/a>)
[13] Chen C, Zhu S, Zhang G*<\/sup><\/strong><\/sup><\/strong>, Morsy A, Zornberg J. Interface creep behavior of tensioned glass fiber-reinforced polymer (GFRP) tendons embedded in cemented soils. Geosynthetics International<\/strong><\/em>, 2022, 29(3): 241\u2013253.\u00a0(\u4e2d\u79d1\u96621\u533a)(PDF<\/a>)
[14] Zhang G<\/strong>, Ding Z, Wang Y*<\/sup>, Chen C, Fu G, Xie C, Zhang Y, Zhang C, Wang X*<\/sup>. Performance prediction of cement stabilized soil incorporating construction and demolition waste and propylene fiber. Materials<\/strong><\/em>, 2022, 15(12), 4250. (\u4e2d\u79d1\u96623\u533a)\uff08PDF<\/a>)
[15] Zhang G<\/strong>, Chen C, Sun J*<\/sup>, Li K, Xiao F, Wang Y, Chen\u00a0M, Huang J, Wang X. Mixture optimization for cement-soil mixtures with embedded GFRP tendons. Journal of Materials Research and Technology<\/em><\/strong>, 2022,\u00a018: 611-628.\u00a0(\u4e2d\u79d1\u96621\u533a<\/strong>)(PDF<\/a>)
[16] Zhang G<\/strong>,\u00a0Chen C, Li K, Xiao F, Sun J*<\/sup>, Wang Y, Wang X. Multi-objective optimization design for GFRP tendon reinforced cemented soil. Construction and Building Materials<\/strong><\/em>, 2022,\u00a0320:126297. (\u4e2d\u79d1\u96621\u533a,\u00a0ESI\u9ad8\u88ab\u5f15\u8bba\u6587<\/strong>) (PDF<\/a>)
[17] Zhang G<\/strong>, Sun J*<\/sup>, Chen C, Wang Y, Wang X. Optimized neural network prediction of interface bond strength for GFRP reinforced cemented soil. Geomechanics and Engineering<\/strong><\/em>, 2022, 28 (6): 599-611. (\u4e2d\u79d1\u96623\u533a) (PDF<\/a>)
[18] Zhang G<\/strong>, Wang J, Sun J*<\/sup>, Tang Y, Chen C, Morsy A M, Wang X. Properties of sustainable self-compacting concrete containing\u00a0activated jute fiber and waste mineral powders. Journal of Materials Research and Technology<\/em><\/strong>, 2022,\u00a019: 1740-1758. (\u4e2d\u79d1\u96621\u533a) (PDF<\/a>)
[19] Zhu S, Chen C*<\/sup>, Zhang G<\/strong>, Du C. Theoretical\u00a0and experimental investigations\u00a0of anchoring force loss behavior for prestressed ground anchors. Canadian Geotechnical Journal<\/strong><\/em>, 2022, 59: 1587\u20131601.(\u4e2d\u79d1\u96622\u533a)(PDF<\/a>)
[20] Lin S, Zhang G*<\/strong>, Sun J, He S, Chen C, Morsy A, Wang X. Acoustic performance optimization of a cementitious composite with a porous medium. Journal of Building Engineering<\/strong><\/em>, 2021, 44: 103362. (\u4e2d\u79d1\u96623\u533a)(PDF<\/a>)
[21] Sun J, Lin S, Zhang G*<\/sup><\/strong><\/sup><\/strong>, Sun Y, Zhang J, Morsy A. The effect of graphite and slag on electrical and mechanical properties of electrically conductive cementitious composites. Construction and Building Materials<\/em><\/strong>, 2021, 281: 122606. (\u4e2d\u79d1\u96622\u533a,\u00a0ESI\u9ad8\u88ab\u5f15\u8bba\u6587<\/strong>)(PDF<\/a>)
[22] Chen C, Mao F, Zhang G*<\/sup><\/strong><\/sup><\/strong>, Huang J, Zornberg J, Chen J. Settlement-based cost optimization of geogrid-reinforced pile-supported foundation. Geosynthetics International<\/em><\/strong>, 2021, 28(5): 541\u2013557\u00a0(\u4e2d\u79d1\u96623\u533a)(PDF<\/a>)
[23] Chen C, Zhu S*<\/sup>, Zhang G<\/strong>, Mao F, Cai H. Time-dependent load transfer behavior of grouted anchors in laterite. Computers\u00a0and Geotechnics<\/strong><\/em>, 2021, 132, 103969. (\u4e2d\u79d1\u96622\u533a)\uff08PDF<\/a>\uff09
[24] Sun J, Wang X*<\/sup>, Zhang J, Fan X, Sun Y, Ren Z, Zhang G<\/strong>, Liu S, Wang Y*. Multi-objective optimization of a graphite-slag conductive composite applying a BAS-SVR based model. Journal of Building Engineering<\/em><\/strong>, 2021, 44: 103223. (\u4e2d\u79d1\u96623\u533a)(PDF<\/a>)
[25] Zhang G<\/strong>, Chen C*<\/sup>, Zornberg J, Morsy A, Mao F. Interface creep behavior of grouted anchor in clayey soils: effect of soil moisture condition. Acta Geotechnica<\/strong><\/em>, 2020, 15: 2159\u20132177 (\u4e2d\u79d1\u96622\u533a)(PDF<\/a>)
[26] Chen C, Zhang G*<\/sup><\/strong><\/sup><\/strong>, Zornberg J, Huang J. Interface bond behavior of tensioned glass fiber reinforced polymer (GFRP) tendon embedded in cemented soils. Construction and Building Materials<\/strong><\/em>, 2020, 263: 120132. (\u4e2d\u79d1\u96622\u533a)(PDF<\/a>)
[27] Chen C, Zhang G<\/strong>, Zornberg J*<\/sup>, Zheng X. Element nail pullout tests for prediction of soil nail pullout resistance in expansive clays. Geotechnical Testing Journal<\/strong><\/em>, 2019, 42(5), 1274-1297 (\u4e2d\u79d1\u96624\u533a)(PDF<\/a>)
[28] Chen C, Zhang G*<\/sup><\/strong><\/sup><\/strong>, Zornberg J, Morsy A, Zhu S, Zhao H. Interface behavior of tensioned bars embedded in cement-soil mixtures. Construction and Building Materials<\/strong><\/em>, 2018, 186: 840-853. (\u4e2d\u79d1\u96622\u533a)(PDF<\/a>)
[29] Long J, Zhao M*<\/sup>, Zhang L, Zhang G<\/strong>. Pile-soil stress ratio of p<\/ins>ile-supported and g<\/ins>eogird-reinforced composite foundation. Journal of Highway and Transportation Research and Development<\/strong><\/em>, 2012, 6(2): 18-23. (EI) (PDF<\/a>)
[30] Chen C, Xiao Z, Zhang G*<\/sup><\/strong><\/sup><\/strong>. Stability assessment model for epimetamorphic rock slopes based on Adaptive Neuro-Fuzzy Inference System. Electronic Journal of Geotechnical Engineering<\/strong><\/em>, 2011, 16(bund A): 93-106. (EI)(PDF<\/a>)
[31] Chen C*<\/sup>, Xiao Z, Zhang G<\/strong>. Time-variant reliability analysis of three-dimensional slopes based on support vector machine method. Journal of Central South University of Technology<\/strong><\/em>, 2011, 18(6): 2108-2114. (SCI) (PDF<\/a>)<\/p>\n\n\n

\u4e2d\u6587\u671f\u520a<\/strong><\/h3>\n\n\n

[1] \u5f20\u6839\u5b9d*<\/sup><\/strong><\/sup><\/strong>, \u9648\u4ee4\u53ef, \u5f90\u957f\u8282, \u5b59\u6d5a\u535a, \u9648\u660c\u5bcc. 3D\u6253\u5370\u5bf9\u6df7\u51dd\u571f\u5730\u57fa\u571f\u754c\u9762\u7279\u6027\u5f71\u54cd\u7684\u7edf\u8ba1\u5206\u6790[J\/OL].\u5730\u4e0b\u7a7a\u95f4\u4e0e\u5de5\u7a0b\u5b66\u62a5<\/strong>,1-15[2026-03-28].(CSCD)(PDF<\/a>)
[2] \u9648\u660c\u5bcc, \u7530\u6d9b, \u4ed8\u5b8f\u677e, \u9648\u5f6c\u67ab, \u9648\u5b5d\u5947, \u5f20\u6839\u5b9d<\/strong>. \u5faa\u73af\u8377\u8f7d\u4e0b\u53ef\u56de\u6536\u951a\u6746\u627f\u8f7d\u6027\u80fd\u9000\u5316\u7279\u6027\u8bd5\u9a8c\u4e0e\u7406\u8bba\u7814\u7a76.\u6e56\u5357\u5927\u5b66\u5b66\u62a5(\u81ea\u7136\u79d1\u5b66\u7248)<\/strong>, 2026, 53(1): 20-30.(PDF<\/a>)
[3] \u5f20\u6839\u5b9d*<\/sup><\/strong><\/sup><\/strong>, \u6c6a\u835f\u8343, \u4ed8\u8d35\u6d77, \u80e1\u963f\u9999. \u5ca9\u571f\u5de5\u7a0b\u8bfe\u7a0b\u6570\u5b57\u5316\u5b9e\u666f\u6559\u5b66\u7684\u8def\u5f84\u63a2\u7d22. \u6559\u80b2\u5b66\u520a<\/strong>, 2026, 4(1):\u00a0161-165. (PDF<\/a>)
[4] \u5f20\u6839\u5b9d<\/strong>*, \u5f90\u957f\u8282, \u9093\u7c63\u5ead, \u6210\u7a33\u6797, \u949f\u4fca\u9e9f, \u718a\u7d2b\u4f9d, \u91d1\u6587\u82f1,\u9093\u5b97\u4f1f. \u94c1\u5c3e\u77ff\u7802\u66ff\u4ee3\u7387\u5bf9\u6c34\u6ce5\u571f\u70ed\u529b\u6027\u80fd\u7684\u5f71\u54cd\u7814\u7a76. \u5e94\u7528\u57fa\u7840\u548c\u5de5\u7a0b\u79d1\u5b66\u5b66\u62a5<\/strong>, 2024, 32(6): 1569-1581. (EI)(PDF<\/a>)
[5] \u9648\u660c\u5bcc,\u00a0\u5415\u6668\u9633, \u8521\u7115,\u00a0\u5f20\u6839\u5b9d<\/strong>.\u00a0\u4e0d\u540c\u5e94\u529b\u517b\u62a4\u6761\u4ef6\u5bf9\u6c34\u6ce5\u571f\u529b\u5b66\u6027\u80fd\u5f71\u54cd\u8bd5\u9a8c\u7814\u7a76.\u00a0\u94c1\u9053\u79d1\u5b66\u4e0e\u5de5\u7a0b\u5b66\u62a5<\/strong>,\u00a02024, 21(2): 637-647. (EI)(PDF<\/a>\uff09
[6] \u4ed8\u8d35\u6d77,\u9633\u6807*<\/sup>, \u5f20\u6839\u5b9d<\/strong>,\u90ed\u5c24\u6797.\u6e56\u76f8\u8f6f\u571f\u5355\u8f74\u8815\u53d8\u7279\u6027\u53ca\u5176\u6a21\u578b\u7814\u7a76.\u6e56\u5357\u57ce\u5e02\u5b66\u9662\u5b66\u62a5<\/strong>, 2023, 32(3): 1-7.(PDF<\/a>)
[7] \u5f20\u6839\u5b9d<\/strong>, \u5f20\u8d85*, \u767d\u5141,\u6768\u695a\u537f. \u7a7a\u9699\u5ca9\u77f3\u975e\u7ebf\u6027\u53d8\u5f62\u7ec6\u89c2\u552f\u8c61\u5206\u6790\u53ca\u672c\u6784\u6a21\u578b.\u00a0\u516c\u8def\u4ea4\u901a\u79d1\u6280<\/strong>\uff0c2023,40(2): 135-144. (CSCD)(PDF<\/a>)
[8] \u5f20\u6839\u5b9d*<\/strong><\/sup><\/strong>, \u4f55\u4ed5\u6797, \u9648\u660c\u5bcc*, \u5f90\u957f\u8282, \u6bdb\u51e4\u5c71. \u57fa\u4e8e\u79bb\u6563\u5143\u7684GFRP\u7b4b-\u6c34\u6ce5\u571f\u754c\u9762\u7c98\u7ed3\u7279\u6027\u5206\u6790. \u5de5\u7a0b\u5730\u8d28\u5b66\u62a5<\/strong>, 2023, 31(6): 2115-2124. (CSCD)(PDF<\/a>)
[9] \u5f20\u6839\u5b9d*<\/sup><\/strong><\/sup><\/strong>, \u738b\u6625\u6653, \u674e\u5349, \u6c6a\u835f\u8343. \u57fa\u4e8e\u5b66\u751f\u5bfc\u822a\u89c6\u89d2\u7684\u5ca9\u571f\u5de5\u7a0b\u8bfe\u7a0b\u601d\u653f\u7684\u9700\u6c42\u4fa7\u8be0\u91ca. \u79d1\u6559\u6587\u6c47<\/strong>, 2023, 22:\u00a0139-141.(PDF<\/a>)
[10] \u5f20\u6839\u5b9d*<\/sup><\/strong><\/sup><\/strong>,\u9648\u660c\u5bcc,\u5f90\u957f\u8282,\u6731\u4e16\u6c11,\u9648\u6d77\u519b.\u57fa\u4e8e\u53cc\u754c\u9762\u6ed1\u79fb\u8026\u5408\u7684\u6c34\u6ce5\u571f\u951a\u6746\u8377\u8f7d\u4f20\u9012\u6a21\u578b. \u571f\u6728\u4e0e\u73af\u5883\u5de5\u7a0b\u5b66\u62a5<\/strong>, 2023,\u00a045(1): 79-88. (CSCD)(PDF<\/a>)
[11] \u5f20\u6839\u5b9d<\/strong>*<\/sup>,\u8c22\u6668\u98ce,\u00a0\u5f20\u6631,\u00a0\u9ec4\u9053\u5409.\u00a0\u4ea4\u901a\u8377\u8f7d\u548c\u951a\u6746\u76f8\u5bf9\u4f4d\u7f6e\u53d8\u5316\u5bf9\u951a\u56fa\u8fb9\u5761\u52a8\u529b\u627f\u8f7d\u7279\u6027\u5f71\u54cd\u7814\u7a76.\u00a0\u6e56\u5357\u57ce\u5e02\u5b66\u9662\u5b66\u62a5<\/strong>,\u00a02022, 31(6): 1-8.(PDF<\/a>\uff09
[12] \u5b59\u667a\u6587,\u00a0\u5b54\u7eb2\u5f3a,\u00a0\u4ed8\u8d35\u6d77,\u00a0\u738b\u6587\u660e,\u00a0\u80e1\u8fbe,\u00a0\u5f20\u6839\u5b9d<\/strong>.\u00a0\u65e2\u6709\u57fa\u7840\u87ba\u65cb\u6869\u9876\u5347\u7ea0\u504f\u673a\u7406\u900f\u660e\u571f\u8bd5\u9a8c. \u94c1\u9053\u79d1\u5b66\u4e0e\u5de5\u7a0b\u5b66\u62a5<\/strong>,\u00a02022, 19(8): 2259-2267.\u00a0 (EI)(PDF<\/a>)
[13] \u5218\u56fd\u519b, \u6d2a\u4eae,\u00a0\u5f20\u6839\u5b9d<\/strong>,\u00a0\u80e1\u8fbe.\u00a0\u201c\u5ca9\u878d\u4e8e\u6c34\u201d \u2014\u2014 \u5ca9\u4f53\u529b\u5b66\u8bfe\u7a0b\u601d\u653f\u6559\u5b66\u6539\u9769\u4e0e\u5b9e\u8df5.\u00a0\u5b66\u5b50<\/strong>,\u00a02022, 3: 1-5.(PDF<\/a>)
[14] \u9648\u660c\u5bcc*, \u675c\u6210, \u6731\u4e16\u6c11, \u4f55\u4ed5\u6797,\u00a0\u5f20\u6839\u5b9d<\/strong>. \u7ea2\u9ecf\u571f\u571f\u5c42\u951a\u6746\u754c\u9762\u526a\u5207\u5e94\u529b\u677e\u5f1b\u8bd5\u9a8c\u53ca\u5176\u6a21\u578b. \u5ca9\u571f\u529b\u5b66<\/strong>, 2021, 5: 1201-1209.(EI)(PDF<\/a>)
[15] \u9648\u660c\u5bcc*, \u6731\u4e16\u6c11, \u6bdb\u51e4\u5c71,\u00a0\u5f20\u6839\u5b9d<\/strong>. \u7ea2\u9ecf\u571f\u56fa\u7ed3-\u8815\u53d8\u7279\u6027\u53ca\u8815\u53d8\u8026\u5408\u6a21\u578b. \u5de5\u7a0b\u5730\u8d28\u5b66\u62a5<\/strong>, 2019\uff0c27(4):723-728. (EI)(PDF<\/a>)
[16] \u9648\u660c\u5bcc, \u9ec4\u4f73\u5f6c,\u00a0\u5f20\u6839\u5b9d*<\/strong>, \u6731\u4e16\u6c11. \u6c34\u6ce5\u571f\u4e2dGFRP\u7b4b\u7684\u754c\u9762\u7c98\u7ed3\u7279\u6027\u8bd5\u9a8c\u7814\u7a76. \u5929\u6d25\u5927\u5b66\u5b66\u62a5(\u81ea\u7136\u79d1\u5b66\u4e0e\u5de5\u7a0b\u6280\u672f\u7248)<\/strong>, 2019\uff0c52: 120-127 (EI)(PDF<\/a>)
[17] \u9648\u660c\u5bcc*, \u6881\u6653\u817e,\u00a0\u5f20\u6839\u5b9d<\/strong>. \u8003\u8651\u571f\u4f53\u53d8\u5f62\u4e0e\u754c\u9762\u526a\u5207\u8026\u5408\u4f5c\u7528\u951a\u6746\u62c9\u62d4\u54cd\u5e94. \u79d1\u5b66\u6280\u672f\u4e0e\u5de5\u7a0b<\/strong>,2018\uff0c18(23): 276-280. (CSCD)(PDF<\/a>)
[18] \u9648\u660c\u5bcc*, \u5218\u4fca\u658c, \u5f90\u4f18\u6797,\u00a0\u5f20\u6839\u5b9d<\/strong>.\u951a-\u571f\u754c\u9762\u526a\u5207\u8815\u53d8\u8bd5\u9a8c\u53ca\u5176\u7ecf\u9a8c\u6a21\u578b\u7814\u7a76. \u5ca9\u571f\u5de5\u7a0b\u5b66\u62a5<\/strong>,2016\uff0c38(10): 1762-1768.(EI)(PDF<\/a>)
[19] \u9648\u660c\u5bcc*, \u675c\u7fe0\u7fe0,\u00a0\u5f20\u6839\u5b9d<\/strong>. \u57fa\u4e8e\u53cc\u53c2\u6570\u6cd5\u521a\u6027\u6297\u6ed1\u6869\u5d4c\u56fa\u6df1\u5ea6\u53ef\u9760\u6027\u8bbe\u8ba1. \u6e56\u5357\u5927\u5b66\u5b66\u62a5(\u81ea\u7136\u79d1\u5b66\u7248)<\/strong>, 2014, 41(2): 40-46.(EI)(PDF<\/a>)<\/p>\n\n\n

\u56fd\u5bb6\u4e13\u5229<\/strong><\/h3>\n\n\n

[1] \u4e00\u79cd\u951a\u6216\u6869\u4e0e\u571f\u7684\u754c\u9762\u6469\u963b\u6027\u80fd\u8bd5\u9a8c\u7cfb\u7edf\u53ca\u8bd5\u9a8c\u65b9\u6cd5. \u53d1\u660e\u4e13\u5229, \u4e2d\u56fd,\u00a0\u4e13\u5229\u53f7ZL201410176877.6.(PDF<\/a>)
[2] \u4e00\u79cd\u7528\u4e8e\u951a\u6216\u6869\u4e0e\u571f\u754c\u9762\u6469\u963b\u8bd5\u9a8c\u6027\u80fd\u7684\u8bd5\u6837\u5236\u4f5c\u88c5\u7f6e\u53ca\u65b9\u6cd5. \u53d1\u660e\u4e13\u5229,\u00a0\u4e2d\u56fd,\u00a0\u00a0\u4e13\u5229\u53f7ZL201410176977.9.(PDF<\/a>)
[3] \u5904\u6cbb\u5cb8\u8fb9\u8f6f\u571f\u8def\u57fa\u7684\u951a\u62c9\u5f0f\u6869\u627f\u52a0\u7b4b\u571f\u6321\u5899\u8def\u5824.\u00a0\u53d1\u660e\u4e13\u5229, \u4e2d\u56fd,\u00a0\u4e13\u5229\u53f7ZL201710072759.4.(PDF<\/a>)
[4] \u6a21\u62df\u5730\u538b\u4f5c\u7528\u4e0b\u5ca9\u571f\u4e0e\u951a\u56fa\u4f53\u7c98\u7ed3\u6027\u80fd\u7684\u6d4b\u8bd5\u65b9\u6cd5\u53ca\u7cfb\u7edf. \u53d1\u660e\u4e13\u5229, \u4e2d\u56fd,\u00a0\u4e13\u5229\u53f7ZL201811462789.7.(PDF<\/a>)
[5] \u4e00\u79cd\u6869\u6216\u951a\u4e0e\u5ca9\u571f\u4f53\u754c\u9762\u591a\u5de5\u51b5\u626d\u526a\u7279\u6027\u6d4b\u8bd5\u88c5\u7f6e\u53ca\u65b9\u6cd5.\u00a0\u53d1\u660e\u4e13\u5229\uff0c\u4e2d\u56fd\uff0c\u4e13\u5229\u53f7ZL\u00a0201811578677 .8.(PDF<\/a>)
[6] \u4e00\u79cd\u5730\u4e0b\u5ba4\u571f\u65b9\u5f00\u6316\u659c\u6491\u652f\u6321\u7ed3\u6784.\u00a0\u5b9e\u7528\u65b0\u578b\u4e13\u5229,\u00a0\u4e2d\u56fd,\u00a0\u4e13\u5229\u53f7ZL202123221023.X.(PDF<\/a>)
[7] \u4e00\u79cd\u96a7\u9053\u5f00\u6316\u5ba4\u5185\u6a21\u578b\u7cfb\u7edf\u53ca\u5176\u4f7f\u7528\u65b9\u6cd5. \u53d1\u660e\u4e13\u5229, \u4e2d\u56fd,\u00a0\u4e13\u5229\u53f7ZL202411869209.1 .(PDF<\/a>)<\/p>\n\n\n

\u8f6f\u4ef6\u8457\u4f5c\u6743<\/strong><\/h3>\n\n\n

[1] \u57fa\u4e8e\u4eba\u5de5\u667a\u80fd\u7684\u8fb9\u5761\u76d1\u6d4b\u7269\u8054\u7f51\u7cfb\u7edf\u5e73\u53f0\u8f6f\u4ef6V1.0. \u8f6f\u4ef6\u8457\u4f5c\u6743\uff0c\u4e2d\u56fd\uff0c\u767b\u8bb0\u53f72021SR0348250.(PDF<\/a>)
[2] \u57fa\u4e8e\u6df1\u5ea6\u5b66\u4e60\u7684\u57fa\u5751\u76d1\u6d4b\u7269\u8054\u7f51\u7cfb\u7edf\u5e73\u53f0\u8f6f\u4ef6V1.0.\u00a0\u8f6f\u4ef6\u8457\u4f5c\u6743\uff0c\u4e2d\u56fd\uff0c\u767b\u8bb0\u53f72021SR0348252.(PDF<\/a>)
[3] \u57fa\u4e8e\u5927\u6570\u636e\u7684\u9ad8\u5c42\u5efa\u7b51\u76d1\u6d4b\u7269\u8054\u7f51\u7cfb\u7edf\u5e73\u53f0\u8f6f\u4ef6V1.0.\u00a0\u8f6f\u4ef6\u8457\u4f5c\u6743\uff0c\u4e2d\u56fd\uff0c\u767b\u8bb0\u53f72021SR0348284.(PDF<\/a>)
[4] \u951a\u6869\u4e0e\u5ca9\u571f\u4f53\u754c\u9762\u957f-\u77ed\u671f\u526a\u5207\u6a21\u578b\u7684\u6709\u9650\u5143\u4e8c\u6b21\u5f00\u53d1\u5b50\u7a0b\u5e8f\u8f6f\u4ef6V1.0. \u8f6f\u4ef6\u8457\u4f5c\u6743\uff0c\u4e2d\u56fd\uff0c\u767b\u8bb0\u53f72025SR0294524.(PDF<\/a>)
[5] \u57fa\u4e8e\u5355\u5143\u4f53\u62c9\u62d4\u8bd5\u9a8c\u951a\u56fa\u754c\u9762\u529b\u5b66\u53c2\u6570\u8fa8\u8bc6\u7684\u951a\u6746\u4f20\u8377\u7279\u6027\u5206\u6790\u7cfb\u7edfV1.0. \u8f6f\u4ef6\u8457\u4f5c\u6743\uff0c\u4e2d\u56fd\uff0c\u767b\u8bb0\u53f72025SR0244048.(PDF<\/a>)<\/p>\n\n\n

\u5de5\u6cd5<\/strong><\/h3>\n\n\n

[1] \u8fb9\u5761\u951a\u7d22\u6d45\u5c42\u5730\u70ed\u80fd\u5229\u7528\u65bd\u5de5\u5de5\u6cd5. 2025\u5e74\u5ea6\u7535\u529b\u5efa\u8bbe\u4e8c\u7b49\u5de5\u6cd5, \u4e2d\u56fd\u7535\u529b\u5efa\u8bbe\u4f01\u4e1a\u534f\u4f1a, \u8bc1\u4e66\u7f16\u53f7DJGF-E-206-2025.(PDF<\/a>)<\/p>\n\n\n

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