{"id":2,"date":"2022-04-24T10:17:46","date_gmt":"2022-04-24T02:17:46","guid":{"rendered":"http:\/\/zhang.eatrice.cn\/?page_id=2"},"modified":"2026-04-05T20:16:10","modified_gmt":"2026-04-05T12:16:10","slug":"sample-page","status":"publish","type":"page","link":"https:\/\/www.zhanggenbao.com\/?page_id=2","title":{"rendered":"\u5f20\u6839\u5b9d\u7b80\u4ecb"},"content":{"rendered":"\n
\"\"<\/figure>
\n

\u5f20\u6839\u5b9d Genbao Zhang<\/strong><\/h1>\n\n\n\n
<\/div>\n\n\n\n\n\n\n\n

\u8054\u7cfb\u5730\u5740\uff1a\u6e56\u5357\u57ce\u5e02\u5b66\u9662\u7ed3\u6784\u8bd5\u9a8c\u697c210\u5ba4<\/p>\n\n\n\n\n\n\n\n

\u90ae\u7bb1\u5730\u5740\uff1agenbao@hncu.edu.cn; gbzhang@hnu.edu.cn<\/p>\n\n\n\n

<\/div>\n\n\n\n\n\n\n\n\n\n\n\n

\u8bfe\u9898\u7ec4\u957f\u671f\u62db\u6536\u571f\u6728\u6c34\u5229\u4e13\u4e1a\u7855\u58eb\u7814\u7a76\u751f\uff0c\u6b22\u8fce\u54a8\u8be2\u62a5\u8003\u3002<\/strong><\/strong><\/p>\n<\/div><\/div>\n\n\n\n

\n\n\n\n

\u7b80\u4ecb<\/strong><\/h3>\n\n\n\n

\u5f20\u6839\u5b9d\uff0c\u7537\uff0c\u6c49\u65cf\uff0c1988\u5e74\u51fa\u751f\uff0c\u6c5f\u82cf\u6ea7\u6c34\u4eba\uff0c\u4e2d\u5171\u515a\u5458\uff0c\u5de5\u5b66\u535a\u58eb\uff0c\u526f\u6559\u6388\uff0c\u7855\u58eb\u751f\u5bfc\u5e08\uff08\u6e58\u6f6d\u5927\u5b66\u3001\u6e56\u5357\u57ce\u5e02\u5b66\u9662\uff09\uff0c\u5171\u9752\u56e2\u6e56\u5357\u57ce\u5e02\u5b66\u9662\u59d4\u5458\u4f1a\u517c\u804c\u526f\u4e66\u8bb0\u3002\u6e56\u5357\u7701\u9ad8\u6821\u9752\u5e74\u6559\u5de5\u515a\u5458\u793a\u8303\u5c97\uff0c\u6e56\u5357\u7701\u666e\u901a\u9ad8\u6821\u9752\u5e74\u9aa8\u5e72\u6559\u5e08\uff0c\u6e56\u5357\u7701\u201c\u6311\u6218\u676f\u201d\u4f18\u79c0\u5de5\u4f5c\u8005\uff0c\u76ca\u9633\u5e02\u94f6\u57ce\u9752\u5e74\u82f1\u624d\uff08\u79d1\u6280\u521b\u65b0\u7c7b\uff09\uff0c\u6e56\u5357\u57ce\u5e02\u5b66\u9662\u201c351\u201d\u5b66\u672f\u5e26\u5934\u4eba\u624d\u3002\u76ca\u9633\u5e02\u6b27\u7f8e\u540c\u5b66\u4f1a\uff08\u76ca\u9633\u5e02\u7559\u5b66\u4eba\u5458\u8054\u8c0a\u4f1a\uff09\u526f\u4f1a\u957f\uff0c\u76ca\u9633\u5e02\u9752\u8054\u59d4\u5458\u3002\u56fd\u9645\u571f\u529b\u5b66\u4e0e\u5ca9\u571f\u5de5\u7a0b\u5b66\u4f1a\u4f1a\u5458\uff0c\u56fd\u9645\u571f\u5de5\u5408\u6210\u6750\u6599\u5b66\u4f1a\u4f1a\u5458\uff0c\u6e56\u5357\u7701\u79d1\u6280\u4e13\u5bb6\u670d\u52a1\u56e2\u6210\u5458\uff0c\u6e56\u5357\u7701\u5ca9\u77f3\u529b\u5b66\u4e0e\u5de5\u7a0b\u5b66\u4f1a\u5e38\u52a1\u7406\u4e8b\u3002\u591a\u7c7b\u79d1\u6280\u5e73\u53f0\u8bc4\u5ba1\u4e13\u5bb6\uff08\u56fd\u5bb6\u81ea\u7136\u79d1\u5b66\u57fa\u91d1\u9879\u76ee\u3001\u6559\u80b2\u90e8\u5b66\u4f4d\u8bba\u6587\u3001\u91cd\u5e86\u5e02\u79d1\u6280\u8ba1\u5212\u9879\u76ee\u3001\u9ed1\u9f99\u6c5f\u7701\u79d1\u6280\u8ba1\u5212\u9879\u76ee\u3001\u6e56\u5357\u7701\u4ea4\u901a\u8fd0\u8f93\u79d1\u6280\u9879\u76ee\u3001\u6e56\u5357\u7701\u81ea\u7136\u79d1\u5b66\u57fa\u91d1\u9879\u76ee\u7b49\uff09\u3002\u5ca9\u571f\u5de5\u7a0b\u76f8\u5173\u4e13\u4e1a\u671f\u520a\u9752\u5e74\u7f16\u59d4\uff08\u5e94\u7528\u57fa\u7840\u4e0e\u5de5\u7a0b\u79d1\u5b66\u5b66\u62a5\u3001Journal of Building Design and Environment\u3001Journal of Geomechanics and Measurements\uff09\u548c\u5ba1\u7a3f\u4eba(30\u4f59\u4e2aSCI\u6e90\u520a)\u3002\u5148\u540e\u5728\u6e56\u5357\u5927\u5b66\uff08\u5bfc\u5e08\u9648\u660c\u5bcc\u6559\u6388\uff09\u3001The\u00a0University\u00a0of\u00a0Texas\u00a0at\u00a0Austin\uff08\u5bfc\u5e08Jorge G Zornberg\u6559\u6388\uff09\u548c\u534e\u4e1c\u4ea4\u901a\u5927\u5b66\uff08\u5bfc\u5e08\u5f90\u957f\u8282\u6559\u6388\uff09\u5b66\u4e60\u5de5\u4f5c\uff0c\u66fe\u4efb\u6e56\u5357\u5927\u5b66\u56fd\u9645\u5408\u4f5c\u4e0e\u4ea4\u6d41\u5904\u5904\u957f\u52a9\u7406\uff08\u65f6\u4efb\u5904\u957f\u6f58\u5b89\u7ec3\u6559\u6388\uff09\u548c\u515a\u652f\u90e8\u7ec4\u7ec7\u59d4\u5458\uff0c\u7b2c\u5341\u516d\u5c4a\u4e2d\u56fd-\u65b0\u52a0\u5761\u5927\u5b66\u751f\u4ea4\u6d41\u8ba1\u5212\u4e2d\u65b9\u8bbf\u65b0\u4ee3\u8868\u56e2\u526f\u56e2\u957f\u7b49\u804c\u3002\u7814\u7a76\u5174\u8da3\u5305\u62ec\u5ca9\u571f\u951a\u56fa\u5de5\u7a0b\u3001\u5ca9\u571f\u6d4b\u8bd5\u6280\u672f\u3001\u5ca9\u571f\u529f\u80fd\u6750\u6599\u548c\u80fd\u6e90\u5ca9\u571f\u7b49\u3002\u4e3b\u6301\u56fd\u5bb6\u81ea\u79d1\u57fa\u91d1\u9879\u76ee\uff08\u9752\u5e74\u57fa\u91d1\u548c\u9762\u4e0a\u9879\u76ee\uff09\u3001\u6e56\u5357\u7701\u81ea\u79d1\u57fa\u91d1\u9879\u76ee\uff08\u9752\u5e74\u57fa\u91d1\u548c\u9762\u4e0a\u9879\u76ee\uff09\u3001\u79d1\u6280\u90e8\u5916\u56fd\u4e13\u5bb6\u9879\u76ee\u3001\u6e56\u5357\u7701\u79d1\u6280\u8ba1\u5212\u9879\u76ee\u3001\u6e56\u5357\u7701\u6559\u80b2\u5385\u79d1\u5b66\u7814\u7a76\u91cd\u70b9\u9879\u76ee\u7b49\u7eb5\u5411\u79d1\u7814\u9879\u76ee9\u9879\uff0c\u4e3b\/\u53c2\u7f16\u5730\u65b9\u548c\u56e2\u4f53\u6807\u51c63\u90e8\uff0c\u53d1\u8868\u671f\u520a\u8bba\u658750\u4f59\u7bc7\uff0c\u6388\u6743\u56fd\u5bb6\u53d1\u660e\u4e13\u52296\u9879\uff0c\u6388\u6743\u5b9e\u7528\u65b0\u578b\u4e13\u52292\u9879\uff0c\u767b\u8bb0\u8f6f\u4ef6\u8457\u4f5c\u67435\u9879\u3002<\/p>\n\n\n\n

\u6559\u80b2\u80cc\u666f<\/strong><\/h3>\n\n\n

\u534e\u4e1c\u4ea4\u901a\u5927\u5b66\uff0c\u4ea4\u901a\u5de5\u7a0b\uff0c\u535a\u58eb\u540e\uff08\u5728\u804c\uff09\uff0c2021.05\u2014\u73b0\u5728\uff0c\u5bfc\u5e08\uff1a\u5f90\u957f\u8282\u00a0\u6559\u6388
\u6e56\u5357\u5927\u5b66\uff0c\u5ca9\u571f\u5de5\u7a0b\uff0c\u535a\u58eb(\u7855\u535a\u8fde\u8bfb)\uff0c2012.09\u20142018.12\uff0c\u5bfc\u5e08\uff1a\u9648\u660c\u5bcc\u00a0\u6559\u6388
\u5fb7\u514b\u8428\u65af\u5927\u5b66\u5965\u65af\u6c40\u5206\u6821\uff0c\u516c\u6d3e\u8054\u5408\u57f9\u517b\u535a\u58eb\uff0c2015.09\u20142016.10\uff0c\u5bfc\u5e08\uff1aJorge G. Zornberg \u6559\u6388
\u6e56\u5357\u5927\u5b66\uff0c\u5ca9\u571f\u5de5\u7a0b\uff0c\u7855\u58eb(\u63a8\u8350\u514d\u8bd5)\uff0c2010.09\u20142012.09\uff0c\u5bfc\u5e08\uff1a\u9648\u660c\u5bcc\u00a0\u6559\u6388
\u6e56\u5357\u5927\u5b66\uff0c\u571f\u6728\u5de5\u7a0b\uff0c\u5b66\u58eb\uff08\u4e13\u4e1a\u7b2c\u4e8c\uff09\uff0c2006.09\u20142010.06\uff0c\u5bfc\u5e08\uff1a\u9648\u660c\u5bcc\u00a0\u6559\u6388<\/p>\n\n\n

\u5de5\u4f5c\u7ecf\u5386<\/strong><\/h3>\n\n\n

2021.06\u2014\u73b0\u5728:\u00a0\u517c\u804c\u526f\u4e66\u8bb0,\u00a0\u5171\u9752\u56e2\u6e56\u5357\u57ce\u5e02\u5b66\u9662\u59d4\u5458\u4f1a
2023.01\u2014\u73b0\u5728: \u526f\u6559\u6388, \u73ed\u4e3b\u4efb(2303801\u73ed)\uff0c\u6e56\u5357\u57ce\u5e02\u5b66\u9662\u571f\u6728\u5de5\u7a0b\u5b66\u9662
2020.10\u20142022.12: \u8bb2\u5e08, \u73ed\u4e3b\u4efb(2003307\u73ed),\u00a0\u6e56\u5357\u57ce\u5e02\u5b66\u9662\u571f\u6728\u5de5\u7a0b\u5b66\u9662
2020.04\u20142020.09:\u00a0\u7ec4\u7ec7\u59d4\u5458, \u6e56\u5357\u5927\u5b66\u673a\u5173\u515a\u59d4\u56fd\u9645\u5408\u4f5c\u4e0e\u4ea4\u6d41\u5904\u515a\u652f\u90e8
2019.07:\u00a0\u526f\u56e2\u957f, \u6559\u80b2\u90e8\u7b2c\u5341\u516d\u5c4a\u4e2d\u56fd\u2014\u65b0\u52a0\u5761\u5927\u5b66\u751f\u4ea4\u6d41\u8ba1\u5212\u8bbf\u65b0\u4ee3\u8868\u56e2
2019.01\u20142020.09: \u5904\u957f\u52a9\u7406, \u6e56\u5357\u5927\u5b66\u56fd\u9645\u5408\u4f5c\u4e0e\u4ea4\u6d41\u5904\uff08\u65f6\u4efb\u5904\u957f\uff1a\u6f58\u5b89\u7ec3 \u6559\u6388\uff09
2014.09\u20142016.07: \u73ed\u4e3b\u4efb(2014\u7ea7\u56fd\u9632\u751f\u73ed\u3001\u9053\u8def\u5de5\u7a0b1\u73ed)\uff0c\u6e56\u5357\u5927\u5b66\u571f\u6728\u5de5\u7a0b\u5b66\u9662
2013.09\u20142014.09: \u5b9e\u9a8c\u5ba4\u52a9\u7406, \u6e56\u5357\u5927\u5b66\u5ca9\u571f\u5de5\u7a0b\u5b9e\u9a8c\u5ba4
2013.09\u20142014.06: \u52a9\u6559, \u571f\u529b\u5b66\u4e0e\u57fa\u7840\u5de5\u7a0b\/\u5730\u57fa\u5904\u7406, \u6e56\u5357\u5927\u5b66\u571f\u6728\u5de5\u7a0b\u5b66\u96622014\u7ea7\u672c\u7855\u8fde\u8bfb\u73ed
2009.09\u20142010.03: \u5b9e\u4e60\u5de5\u7a0b\u5e08, \u6e56\u5927\u571f\u6728\u68c0\u6d4b\u6709\u9650\u516c\u53f8, \u957f\u6c99\u5e02\u4e2d\u5c0f\u5b66\u6821\u820d\u7ed3\u6784\u5b89\u5168\u9274\u5b9a\u9879\u76ee<\/p>\n\n\n

\u5956\u52b1\u4e0e\u8363\u8a89<\/strong><\/h3>\n\n\n

2025.12: \u7b2c\u5341\u516d\u5c4a \u201c\u6311\u6218\u676f\u201d\u6e56\u5357\u7701\u5927\u5b66\u751f\u8bfe\u5916\u5b66\u672f\u79d1\u6280\u4f5c\u54c1\u7ade\u8d5b\u4f18\u79c0\u5de5\u4f5c\u8005
2024.09:\u00a0\u7b2c\u5341\u4e00\u5c4a \u201c\u6311\u6218\u676f\u201d\u6e56\u5357\u7701\u5927\u5b66\u751f\u521b\u4e1a\u8ba1\u5212\u7ade\u8d5b\u4f18\u79c0\u5de5\u4f5c\u8005
2024.06: 2023\u5e74\u5ea6\u76ca\u9633\u5e02\u4f18\u79c0\u5171\u9752\u56e2\u5e72\u90e8
2023.12:\u00a0\u76ca\u9633\u5e02\u94f6\u57ce\u9752\u5e74\u82f1\u624d\uff08\u79d1\u6280\u521b\u65b0\u7c7b\uff09
2023.10:\u00a0\u6e56\u5357\u57ce\u5e02\u5b66\u9662\u201c351\u201d\u5b66\u672f\u5e26\u5934\u4eba\u624d
2023.10:\u00a0\u7b2c\u5341\u4e94\u5c4a \u201c\u6311\u6218\u676f\u201d\u6e56\u5357\u7701\u5927\u5b66\u751f\u8bfe\u5916\u79d1\u6280\u4f5c\u54c1\u7ade\u8d5b\u4f18\u79c0\u5de5\u4f5c\u8005
2023.04: 2022\u5e74\u5ea6\u6e56\u5357\u57ce\u5e02\u5b66\u9662\u4f18\u79c0\u6559\u5e08\u56e2\u5e72\u90e8
2023.01:\u00a0\u6e56\u5357\u7701\u9ad8\u6821\u9752\u5e74\u6559\u5de5\u515a\u5458\u793a\u8303\u5c97
2022.09: \u6e56\u5357\u7701\u666e\u901a\u9ad8\u6821\u9752\u5e74\u9aa8\u5e72\u6559\u5e08
2022.09: \u6e56\u5357\u57ce\u5e02\u5b66\u9662\u4f18\u79c0\u5171\u4ea7\u515a\u5458
2022.06: \u76ca\u9633\u5e02\u65e0\u507f\u732e\u8840\u4fc3\u8fdb\u5956\u5148\u8fdb\u4e2a\u4eba
2022.05: \u6e56\u5357\u57ce\u5e02\u5b66\u9662\u6559\u5b66\u6210\u679c\u4e8c\u7b49\u5956
2022.02: \u76ca\u9633\u6545\u4e8b\u5ba3\u8bb2\u5458\uff08\u76ca\u9633\u5e02\u4fa8\u529e\u9881\u53d1\uff09
2012.11: \u6e56\u5317\u7701\u8944\u9633\u5e02\u667a\u6167\u57ce\u5e02\u8bbe\u8ba1\u5168\u7403\u5927\u8d5b\u4e00\u7b49\u5956\uff08\u961f\u957f\uff09
2012.09:\u00a0\u6e56\u5357\u5927\u5b66\u4f18\u79c0\u7814\u7a76\u751f
2009.06: \u6e56\u5357\u5927\u5b66\u5b66\u751f\u521b\u65b0\u8bad\u7ec3\uff08SIT\uff09\u5927\u8d5b\u4e8c\u7b49\u5956
2009.06: \u6e56\u5357\u5927\u5b66\u5efa\u53d1\u623f\u5730\u4ea7\u4e8c\u7b49\u5956\u5b66\u91d1
2008.04: \u6e56\u5357\u5927\u5b66\u5de5\u7a0b\u5efa\u6a21\u5927\u8d5b\u4f18\u80dc\u5956
2007.09-2010.06: \u6e56\u5357\u5927\u5b66\u4e00\u7b49\u5956\u5b66\u91d1\uff08\u8fde\u7eed\u4e09\u5e74\uff09<\/p>\n\n\n

\u7eb5\u5411\u79d1\u7814\u9879\u76ee<\/strong><\/h3>\n\n\n

[1] \u56fd\u5bb6\u81ea\u7136\u79d1\u5b66\u57fa\u91d1\u9762\u4e0a\u9879\u76ee(52578400), \u57fa\u69fd\u56de\u586b\u6c34\u6ce5\u571f\u627f\u8f7d-\u6297\u6e17-\u9694\u632f\u534f\u540c\u670d\u5f79\u7684\u7ed3\u6784\u4f53\u6548\u5e94\u53ca\u8c03\u63a7\u8bbe\u8ba1\u7814\u7a76, \u4e3b\u6301<\/strong>.
[2] \u56fd\u5bb6\u81ea\u7136\u79d1\u5b66\u57fa\u91d1\u9752\u5e74\u57fa\u91d1\u9879\u76ee(51908201), \u4ea4\u901a\u8377\u8f7d\u4f5c\u7528\u4e0b\u571f\u5c42\u951a\u6746\u951a\u56fa\u754c\u9762\u52a8\u529b\u7279\u6027\u7684\u5ba4\u5185\u6d4b\u8bd5\u53ca\u6570\u503c\u6a21\u62df, \u4e3b\u6301<\/strong>.
[3] \u6e56\u5357\u7701\u81ea\u7136\u79d1\u5b66\u57fa\u91d1\u9762\u4e0a\u9879\u76ee(2025JJ50294), \u80fd\u6e90\u951a\u6746\u627f\u8f7d-\u6362\u70ed\u534f\u540c\u670d\u5f79\u673a\u7406\u53ca\u5176\u754c\u9762\u8c03\u63a7\u7814\u7a76, \u4e3b\u6301<\/strong>.
[4] \u6e56\u5357\u7701\u81ea\u7136\u79d1\u5b66\u57fa\u91d1\u9752\u5e74\u57fa\u91d1\u9879\u76ee(2020JJ5024), \u6270\u52a8\u4f5c\u7528\u4e0b\u571f\u5761\u951a\u56fa\u754c\u9762\u957f\u671f\u627f\u8f7d\u7279\u6027\u7814\u7a76, \u4e3b\u6301<\/strong>.
[5] \u6e56\u5357\u7701\u666e\u901a\u672c\u79d1\u9ad8\u6821\u6559\u5b66\u6539\u9769\u7814\u7a76\u4e00\u822c\u9879\u76ee(202502001236), \u9762\u5411\u5ca9\u571f\u5de5\u7a0b\u667a\u6167\u8bfe\u7a0b\u7684\u6570\u5b57\u5316\u5b9e\u666f\u6559\u5b66\u7814\u7a76, \u4e3b\u6301.<\/strong>
[6] \u6e56\u5357\u7701\u79d1\u6280\u7279\u6d3e\u5458\u670d\u52a1\u4e61\u6751\u632f\u5174\u9879\u76ee(2021NK4273),\u00a0\u4e61\u6751\u591a\u529f\u80fd\u8def\u706f\u6746\u5854\u65b0\u578b\u88c5\u914d\u5f0f\u57fa\u7840\u7684\u7814\u53d1\u4e0e\u5e94\u7528\u793a\u8303,\u00a0\u4e3b\u6301<\/strong>.
[7] \u6e56\u5357\u7701\u6559\u80b2\u5385\u79d1\u5b66\u7814\u7a76\u91cd\u70b9\u9879\u76ee(21A0511), \u5efa\u7b51\u5783\u573e\u4e0e\u52a0\u7b4b\u7ea4\u7ef4\u590d\u5408\u6539\u6027\u6c34\u6ce5\u571f\u7684\u670d\u5f79\u673a\u7406\u53ca\u6027\u80fd\u8bbe\u8ba1\u7814\u7a76,\u00a0\u4e3b\u6301.<\/strong>
[8] \u6c5f\u897f\u7701\u535a\u58eb\u540e\u7814\u7a76\u4eba\u5458\u62e9\u4f18\u8d44\u52a9\u9879\u76ee(2021KY59),\u00a0\u627f\u8f7d-\u6362\u70ed\u534f\u540c\u670d\u5f79\u4e0b\u80fd\u6e90\u951a\u6746\u951a\u56fa\u7279\u6027\u7684\u5ba4\u5185\u6d4b\u8bd5\u4e0e\u5efa\u6a21,\u00a0\u4e3b\u6301.<\/strong>
[9] \u79d1\u6280\u90e8\u9ad8\u7aef\u5916\u56fd\u4e13\u5bb6\u5f15\u8fdb\u8ba1\u5212(G20190018010), \u571f\u5de5\u5408\u6210\u6750\u6599\u52a0\u7b4b\u6865\u53f0\u7684\u627f\u8f7d\u673a\u7406\u53ca\u5e94\u7528\u7814\u7a76, \u4e3b\u6301<\/strong>.
[10] \u5e7f\u897f\u9632\u707e\u51cf\u707e\u4e0e\u5de5\u7a0b\u5b89\u5168\u91cd\u70b9\u5b9e\u9a8c\u5ba4\u5f00\u653e\u8bfe\u9898(2019ZDX011),\u00a0\u8fd1\u6d77\u4eba\u9020\u4eff\u751f\u9c7c\u7901\u62d3\u6251\u7ed3\u6784\u8bbe\u8ba1, \u4e3b\u7814<\/strong>.
[11] \u56fd\u5bb6\u81ea\u7136\u79d1\u5b66\u57fa\u91d1\u9762\u4e0a\u9879\u76ee(41572298), \u591a\u56e0\u4f5c\u7528\u4e0b\u5357\u65b9\u7ea2\u571f\u533a\u951a-\u571f\u754c\u9762\u8815\u53d8\u89c4\u5f8b\u4e0e\u951a\u56fa\u8fb9\u5761\u8815\u6ed1\u81f4\u707e\u673a\u7406\u53ca\u5176\u5e94\u7528, \u4e3b\u7814<\/strong>.
[12] \u56fd\u5bb6\u81ea\u7136\u79d1\u5b66\u57fa\u91d1\u9762\u4e0a\u9879\u76ee(51278186), \u5cb8\u8fb9\u8f6f\u571f\u533a\u53cc\u5411\u589e\u5f3a\u590d\u5408\u5730\u57fa\u5de5\u4f5c\u6027\u72b6\u53ca\u6309\u6c89\u964d\u5dee\u63a7\u5236\u667a\u80fd\u4f18\u5316\u8bbe\u8ba1\u65b9\u6cd5, \u53c2\u4e0e<\/strong>.
[13] Texas Department of Transportation (Project 0-6834), Optimization of the design of flexible pavements with unbound bases reinforced with geogrids using APT, co-investigator<\/strong>.<\/p>\n\n\n

\u6559\u5b66\u4e0e\u5b9e\u8df5\u9879\u76ee<\/strong><\/h3>\n\n\n

[1] \u5927\u5b66\u751f\u521b\u65b0\u8bad\u7ec3\u9879\u76ee\uff0c\u5fae\u751f\u7269\u52a0\u56fa\u65e2\u6709\u670d\u5f79\u951a\u6746\u7684\u951a\u56fa\u754c\u9762\u9759\u52a8\u529b\u7279\u6027\u7814\u7a76\uff0c\u56fd\u5bb6\u7ea7\u9879\u76ee<\/strong>\uff0c2024\u5e74\uff0c\u7b2c\u4e00\u6307\u5bfc\u8001\u5e08<\/strong>.
[2] \u5927\u5b66\u751f\u5fd7\u613f\u8005\u6691\u671f\u201c\u4e09\u4e0b\u4e61\u201d\u793e\u4f1a\u5b9e\u8df5\u6d3b\u52a8\uff0c\u201c\u6e58\u201d\u9047\u98ce\u96e8\u6865\uff0c\u6587\u65c5\u4fc3\u632f\u5174\u2014\u5b89\u5316\u98ce\u96e8\u6865\u53e4\u5efa\u7b51\u7fa4\u4fdd\u62a4\u8c03\u7814\u5b9e\u8df5\u56e2\uff0c\u56fd\u5bb6\u7ea7\u91cd\u70b9\u56e2\u961f<\/strong>\uff0c2023\u5e74\uff0c\u7b2c\u4e8c\u6307\u5bfc\u8001\u5e08<\/strong>.
[3] \u5927\u5b66\u751f\u5fd7\u613f\u8005\u6691\u671f\u201c\u4e09\u4e0b\u4e61\u201d\u793e\u4f1a\u5b9e\u8df5\u6d3b\u52a8\uff0c\u201c\u81ea\u5efa\u623f\u7ed3\u6784\u5b89\u5168\u9690\u60a3\u6392\u67e5\u201d\u82cf\u6eaa\u6751\u793e\u4f1a\u5b9e\u8df5\u56e2\uff0c\u56fd\u5bb6\u7ea7\u91cd\u70b9\u56e2\u961f\u3001\u6e56\u5357\u7701\u4f18\u79c0\u56e2\u961f<\/strong>\uff0c2022\u5e74\uff0c\u7b2c\u4e00\u6307\u5bfc\u8001\u5e08<\/strong>.
[4] \u5927\u5b66\u751f\u521b\u65b0\u8bad\u7ec3\u9879\u76ee\uff0c\u627f\u8f7d-\u6362\u70ed\u534f\u540c\u670d\u5f79\u4e0b\u80fd\u6e90\u951a\u6746\u951a\u56fa\u7279\u6027\u7684\u5ba4\u5185\u6d4b\u8bd5\u4e0e\u5efa\u6a21\uff0c\u7701\u7ea7\u56e2\u961f<\/strong>\uff0c2021\u5e74\uff0c\u7b2c\u4e00\u6307\u5bfc\u8001\u5e08<\/strong>.
[5] \u5927\u5b66\u751f\u5fd7\u613f\u8005\u6691\u671f\u201c\u4e09\u4e0b\u4e61\u201d\u793e\u4f1a\u5b9e\u8df5\u6d3b\u52a8\uff0c\u4e61\u6751\u5c4b\u5854\u5b88\u62a4\u8005\uff0c\u6821\u7ea7\u56e2\u961f<\/strong>\uff0c2021\u5e74\uff0c\u7b2c\u4e00\u6307\u5bfc\u8001\u5e08<\/strong>.
[6] \u5927\u5b66\u751f\u5fd7\u613f\u8005\u5bd2\u5047\u201c\u8fd4\u5bb6\u4e61\u201d\u793e\u4f1a\u5b9e\u8df5\u6d3b\u52a8\uff0c\u975e\u7269\u8d28\u6587\u5316\u9057\u4ea7\u52a9\u529b\u4e61\u6751\u632f\u5174\u2014\u76ca\u9633\u660e\u6cb9\u7eb8\u4f1e\uff0c\u6821\u7ea7\u56e2\u961f<\/strong>\uff0c2021\u5e74\uff0c\u7b2c\u4e00\u6307\u5bfc\u8001\u5e08<\/strong>.
[7] \u6e56\u5357\u57ce\u5e02\u5b66\u9662\u7b2c\u5341\u5c4a\u201c\u6311\u6218\u676f\u201d\u5927\u5b66\u751f\u521b\u4e1a\u8ba1\u5212\u7ade\u8d5b\uff0c\u5e73\u5b89\u6709\u201c\u6211\u201d\u2014\u6e56\u5357\u57ce\u5b89\u79d1\u6280\u6709\u9650\u516c\u53f8\uff0c\u6821\u4e09\u7b49\u5956\uff0c\u7b2c\u4e8c\u6307\u5bfc\u8001\u5e08<\/strong>.
[8] \u6e56\u5357\u57ce\u5e02\u5b66\u9662\u8bfe\u7a0b\u601d\u653f\u6559\u5b66\u7814\u7a76\u4e2d\u5fc3\uff0c\u9762\u5411\u4eba\u6587\u7d20\u517b\u63d0\u5347\u7684\u5b9e\u8df5\u80b2\u4eba\u4f53\u7cfb\u6784\u5efa\u4e0e\u6a21\u5f0f\u521b\u65b0\u7814\u7a76\u4e2d\u5fc3\uff08\u6e58\u57ce\u9662\u6559\u5b57[2021]25\u53f7\uff09\uff0c2021\u5e74\uff0c\u53c2\u4e0e<\/strong>.
[9] \u6e56\u5357\u57ce\u5e02\u5b66\u9662\u8bfe\u7a0b\u601d\u653f\u91d1\u8bfe(\u6e58\u57ce\u9662\u6559\u5b57[2021]25\u53f7)\uff0c\u5ca9\u4f53\u529b\u5b66\uff0c2021\u5e74\uff0c\u4e3b\u7814<\/strong>.<\/p>\n\n\n

\u671f\u520a\u8bba\u6587<\/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\u62a5,1-15[2026-03-28].(CSCD)
[2] Zhang\u00a0G*<\/sup><\/strong><\/sup><\/strong>, Luo\u00a0X,\u00a0Li\u00a0S,\u00a0Deng\u00a0L, Liu\u00a0Y,\u00a0Wang\u00a0Z,\u00a0Li\u00a0Z,\u00a0Li\u00a0M,\u00a0Xu\u00a0C. Interface characterization of ground anchors embedded in soybean urease-induced carbonate precipitation-stabilized soils. Acta Geotechnica<\/strong>, 2026, https:\/\/doi.org\/10.1007\/s11440-026-03009-2.\u00a0(\u4e2d\u79d1\u96621\u533a)
[3] \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), 2026, 53(1): 20-30.
[4] \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.\u00a0https:\/\/doi.org\/10.62836\/jer.v4n1.1008.
[5] Zhu S, Zhang Z, Chen C, Zhang G<\/strong>, Huang M. A novel adhesion-friction-based interface model and its application\u00a0in generalized load-transfer theoretical analysis for tension-compression composite anchor. Acta Geotechnica<\/strong>, 2025\/12\/12, https:\/\/doi.org\/10.1007\/s11440-025-02877-4.
[6] 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>, 2025, 3:\u00a0202567.\u00a0https:\/\/doi.org\/10.70401\/jbde.2025.0020.
[7] \u5f20\u6839\u5b9d*<\/sup><\/strong><\/sup><\/strong>, \u5f90\u957f\u8282, \u9093\u7c63\u5ead, \u6210\u7a33\u6797,\u00a0\u949f\u4fca\u9e9f,\u00a0\u718a\u7d2b\u4f9d,\u00a0\u91d1\u6587\u82f1,\u9093\u5b97\u4f1f\uff0e\u94c1\u5c3e\u77ff\u7802\u66ff\u4ee3\u7387\u5bf9\u6c34\u6ce5\u571f\u70ed\u529b\u6027\u80fd\u7684\u5f71\u54cd\u7814\u7a76.\u00a0\u5e94\u7528\u57fa\u7840\u548c\u5de5\u7a0b\u79d1\u5b66\u5b66\u62a5<\/strong>,\u00a02024, 32(6): 1569-1581\uff0e(EI)
[8] 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<\/strong>, 2024,\u00a0449:\u00a0138250.
[9] Zhang G<\/strong>, Xu C, Wang D, Wang Y, Sun J*<\/sup>, Zhu S, Morsy M, Liu Z, Wang X. Machine learning-based prediction of interface creep behavior of grouted soil anchors with varying soil moistures. TransportationGeotechnics<\/strong>, 2024, 48: 101299.\u00a0(\u4e2d\u79d1\u96622\u533a)
[10] 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>, 2024,\u00a0309:118468. (\u4e2d\u79d1\u96622\u533a)
[11] 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, 2024,\u00a014, 652. (\u4e2d\u79d1\u96623\u533a)
[12] \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,\u00a02024, 21(2): 637-647. (EI)
[13] \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, 2023, 32(3): 1-7.
[14] \u5f20\u6839\u5b9d<\/strong>, \u4f55\u4ed5\u6797, \u9648\u660c\u5bcc*<\/sup>, \u5f90\u957f\u8282,\u00a0\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,\u00a031(6): 2115-2124. (CSCD)
[15] \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.
[16] 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<\/strong>, 2023, 13, 1075. (\u4e2d\u79d1\u96623\u533a)
[17] \u5f20\u6839\u5b9d<\/strong>, \u5f20\u8d85*<\/sup>, \u767d\u5141, \u6768\u695a\u537f. \u7a7a\u9699\u5ca9\u77f3\u975e\u7ebf\u6027\u53d8\u5f62\u7ec6\u89c2\u552f\u8c61\u5206\u6790\u6a21\u578b\u53ca\u5176\u5e94\u7528. \u516c\u8def\u4ea4\u901a\u79d1\u6280<\/strong>\uff0c2023,\u00a040(2): 135-144. (CSCD)
[18] 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, 2023, 276: 106955. (\u4e2d\u79d1\u96622\u533a)
[19] \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)
[20] 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<\/strong>, 2022, 22(5): 04022036. (\u4e2d\u79d1\u96623\u533a)
[21] \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.\u00a0\u94c1\u9053\u79d1\u5b66\u4e0e\u5de5\u7a0b\u5b66\u62a5,\u00a02022, 19(8): 2259-2267.\u00a0(EI)
[22] \u5f20\u6839\u5b9d<\/strong>*<\/sup>,\u00a0\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.
[23] 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<\/strong>, 2022,\u00a019: 1740-1758. (\u4e2d\u79d1\u96621\u533a<\/strong>)
[24] 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>, 2022, 29(3): 241\u2013253.\u00a0(\u4e2d\u79d1\u96621\u533a<\/strong>)
[25] 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>, 2022, 15(12), 4250. (\u4e2d\u79d1\u96623\u533a)
[26] 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>, 2022, 28 (6): 599-611. (\u4e2d\u79d1\u96623\u533a)
[27] 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, 2022, 59: 1587\u20131601. (\u4e2d\u79d1\u96622\u533a)
[28] ZhangG<\/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. \u00a0Buildings<\/strong>, 2022, 12(3), 350.\u00a0(\u4e2d\u79d1\u96623\u533a)
[29] 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>, 2022, 12(3), 268. (\u4e2d\u79d1\u96623\u533a)
[30] Zhang G<\/strong>, Chen C, Sun J*<\/sup><\/strong><\/sup><\/strong>, 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<\/strong>, 2022,\u00a018: 611-628.\u00a0(\u4e2d\u79d1\u96621\u533a<\/strong>)
[31] 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>, 2022,\u00a0320:126297.\u00a0(\u4e2d\u79d1\u96621\u533a,\u00a0ESI\u9ad8\u88ab\u5f15\u8bba\u6587<\/strong>)
[32] \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,\u00a02022, 3: 1-5.
[33] 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>, 2021, 44: 103362. (\u4e2d\u79d1\u96623\u533a)
[34] 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, 2021, 44: 103223. (\u4e2d\u79d1\u96623\u533a)
[35] \u5f20\u6839\u5b9d*<\/sup><\/strong><\/sup><\/strong>, \u80e1\u8fbe, \u8521\u5efa\u8363, \u59da\u7426, \u5468\u662d\u660e. \u6d45\u8c08\u65e0\u4eba\u673a\u503e\u659c\u6444\u5f71\u6280\u672f\u5728\u5ca9\u571f\u5de5\u7a0b\u4e13\u4e1a\u8bfe\u7a0b\u5b9e\u4f8b\u6559\u5b66\u4e2d\u7684\u5e94\u7528. \u6559\u80b2\u73b0\u4ee3\u5316<\/strong>, 2021, 8(50): 158-160+185.
[36] Sun J, Wang Y, Yao X, Ren Z, Zhang G<\/strong>, Zhang C, Chen X, Ma W, Wang X. Machine-Learning Aided Prediction of Flexural Strength and ASR Expansion for Waste Glass Cementitious Composite. Applied Sciences, 2021, 11, 6686. (\u4e2d\u79d1\u96623\u533a)
[37] 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<\/strong>, 2021, 281: 122606. (\u4e2d\u79d1\u96622\u533a,\u00a0ESI\u9ad8\u88ab\u5f15\u8bba\u6587<\/strong>)
[38] \u9648\u660c\u5bcc*<\/sup>, \u675c\u6210, \u6731\u4e16\u6c11, \u4f55\u4ed5\u6797, \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\u7814\u7a76. \u5ca9\u571f\u529b\u5b66, 2021, 5: 1201-1209.\u00a0(EI)
[39] 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, 2021, 132, 103969. (\u4e2d\u79d1\u96622\u533a)
[40] 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<\/strong>, 2021, 28(5): 541\u2013557\u00a0(\u4e2d\u79d1\u96623\u533a)
[41] 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>, 2020, 263: 120132. (\u4e2d\u79d1\u96622\u533a)
[42] 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>, 2020, 15: 2159\u20132177 (\u4e2d\u79d1\u96622\u533a)
[43] \u9648\u660c\u5bcc, \u9ec4\u4f73\u5f6c, \u5f20\u6839\u5b9d*<\/sup><\/strong><\/sup><\/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, 52: 120-127 (EI)
[44] 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, 2019, 42(5), 1274-1297 (\u4e2d\u79d1\u96624\u533a)
[45] \u9648\u660c\u5bcc*<\/sup>, \u6731\u4e16\u6c11, \u6bdb\u51e4\u5c71, \u5f20\u6839\u5b9d<\/strong>. \u7ea2\u9ecf\u571f\u56fa\u7ed3-\u8815\u53d8\u7279\u6027\u53ca\u8815\u53d8\u8026\u5408\u6a21\u578b\u7814\u7a76. \u5de5\u7a0b\u5730\u8d28\u5b66\u62a5, 2019, 27(4):723-728. (EI)
[46] 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>, 2018, 186: 840-853. (\u4e2d\u79d1\u96622\u533a)
[47] \u9648\u660c\u5bcc*<\/sup>, \u6881\u6653\u817e, \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, 2018, 18(23): 276-280. (CSCD)
[48] \u9648\u660c\u5bcc*<\/sup>, \u5218\u4fca\u658c, \u5f90\u4f18\u6797, \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, 2016, 38(10): 1762-1768.\u00a0(EI)
[49] \u9648\u660c\u5bcc*<\/sup>, \u675c\u7fe0\u7fe0, \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), 2014, 41(2): 40-46.\u00a0(EI)
[50] Long J, Zhao M*<\/sup>, Zhang L, Zhang G<\/strong>. Pile-soil stress ratio of pile-supported and geogird-reinforced composite foundation. Journal of Highway and Transportation Research and Development, 2012, 6(2): 18-23. (EI)
[51] 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, 2011, 18(6): 2108-2114. (SCI)
[52] 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>, 2011, 16(bund A): 93-106. (EI)<\/p>\n\n\n

\u4e13\u5229\/\u8f6f\u8457\/\u5de5\u6cd5<\/strong><\/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.
[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.
[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.
[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.
[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.
[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.
[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 .
[8] \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.
[9] \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.
[10] \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.
[11] \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.
[12] \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.
[13] \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.<\/p>\n\n\n

\u6388\u8bfe\u8bfe\u7a0b<\/strong><\/h3>\n\n\n

[1] \u300a3D\u6253\u5370\u5efa\u9020\u6280\u672f\u300b\uff08\u667a\u80fd\u5efa\u9020\u4e13\u4e1a\u672c\u79d1\u751f\uff09
[2] \u300a\u571f\u529b\u5b66\u300b\uff08\u571f\u6728\u5de5\u7a0b\u4e13\u4e1a\u3001\u57ce\u5e02\u5730\u4e0b\u7a7a\u95f4\u5de5\u7a0b\u4e13\u4e1a\u672c\u79d1\u751f\uff09
[3] \u300a\u57ce\u5e02\u5730\u4e0b\u7a7a\u95f4\u5de5\u7a0b\u6982\u8bba\u300b\uff08\u57ce\u5e02\u5730\u4e0b\u7a7a\u95f4\u5de5\u7a0b\u4e13\u4e1a\u672c\u79d1\u751f\uff09
[4] \u300a\u5927\u5b66\u751f\u521b\u65b0\u521b\u4e1a\u57fa\u7840\u300b\uff08\u571f\u6728\u5de5\u7a0b\u4e13\u4e1a\u672c\u79d1\u751f\uff09
[5] \u300a\u4e13\u4e1a\u82f1\u8bed\u300b\uff08\u57ce\u5e02\u5730\u4e0b\u7a7a\u95f4\u5de5\u7a0b\u4e13\u4e1a\u672c\u79d1\u751f\uff09
[6] \u300a\u571f\u6728\u6c34\u5229\u5de5\u7a0b\u524d\u6cbf\u300b\uff08\u571f\u6728\u6c34\u5229\u4e13\u4e1a\u7855\u58eb\u7814\u7a76\u751f\uff09
[7] \u300a\u6bd5\u4e1a\u7efc\u5408\u8bad\u7ec3\u300b\/\u300a\u6bd5\u4e1a\u8bbe\u8ba1\u300b\uff08\u57ce\u5e02\u5730\u4e0b\u7a7a\u95f4\u5de5\u7a0b\u4e13\u4e1a\u672c\u79d1\u751f\uff09
[8] \u300a\u8ba4\u8bc6\u5b9e\u4e60\u300b\u300a\u751f\u4ea7\u5b9e\u4e60\u300b\u300a\u6bd5\u4e1a\u5b9e\u4e60\u300b\uff08\u57ce\u5e02\u5730\u4e0b\u7a7a\u95f4\u5de5\u7a0b\u4e13\u4e1a\uff09
[9] \u300a\u5de5\u7a0b\u5730\u8d28\u5b9e\u4e60\u300b\uff08\u571f\u6728\u5de5\u7a0b\u4e13\u4e1a\uff09<\/p>\n\n\n

\u5b66\u672f\u62a5\u544a<\/b><\/strong><\/h3>\n\n\n

2019-11-20\uff0c\u5317\u4eac\uff0c\u7ea2\u571f\u5c42\u6ce8\u6d46\u951a\u6746\u8815\u53d8\u7279\u6027\u7814\u7a76\uff0c\u7b2c\u5341\u516d\u6b21\u4e2d\u56fd\u5ca9\u77f3\u529b\u5b66\u4e0e\u5de5\u7a0b\u5b66\u672f\u5e74\u4f1a<\/strong>\uff0c\u4e2d\u56fd\u5ca9\u77f3\u529b\u5b66\u4e0e\u5de5\u7a0b\u5b66\u4f1a\u4e3b\u529e\u00a0\uff0c\u53c2\u4f1a\u4eba\u65704000\u4eba\u3002
2021-05-10\uff0c\u91cd\u5e86\uff0c\u5ca9\u571f\u951a\u56fa\u754c\u9762\u7279\u6027\u7684\u5ba4\u5185\u6d4b\u8bd5\u4e0e\u5efa\u6a21\uff0c\u7b2c\u5341\u516d\u5c4a\u5168\u56fd\u5730\u57fa\u5904\u7406\u5b66\u672f\u8ba8\u8bba\u4f1a<\/strong>\uff0c\u4e2d\u56fd\u571f\u6728\u5de5\u7a0b\u5b66\u4f1a\u571f\u529b\u5b66\u53ca\u5ca9\u571f\u5de5\u7a0b\u5206\u4f1a\u4e3b\u529e\uff0c\u53c2\u4f1a\u4eba\u65702000\u4eba\u3002
2022-07-26\uff0c\u592a\u539f\uff0c\u57fa\u4e8e\u951a\u6746\u5355\u5143\u4f53\u62c9\u62d4\u7684\u951a\u56fa\u754c\u9762\u7279\u6027\u5ba4\u5185\u6d4b\u8bd5\u6280\u672f\u7814\u7a76\uff0c\u7b2c\u5341\u4e00\u5c4a\u5168\u56fd\u9752\u5e74\u5ca9\u571f\u529b\u5b66\u4e0e\u5de5\u7a0b\u4f1a\u8bae<\/strong>\uff0c\u4e2d\u56fd\u571f\u6728\u5de5\u7a0b\u5b66\u4f1a\u571f\u529b\u5b66\u53ca\u5ca9\u571f\u5de5\u7a0b\u5206\u4f1a\u4e3b\u529e\uff0c\u53c2\u4f1a\u4eba\u65701000\u4eba\u3002
2023-04-21,\u00a0\u957f\u6c99\uff0cInterface characterization of ground anchors: testing and modelling, \u7b2c\u4e09\u5c4a\u4e9a\u6d32\u96a7\u9053\u9752\u5e74\u8bba\u575b<\/strong>, \u56fd\u9645\u96a7\u9053\u534f\u4f1a\u4e3b\u529e\uff0c\u53c2\u4f1a\u4eba\u6570500\u4eba\u3002
2023-05-13,\u00a0\u5357\u660c\uff0c\u5ca9\u571f\u951a\u56fa\u754c\u9762\u7279\u6027\u5ba4\u5185\u6d4b\u8bd5\u6280\u672f\u6807\u51c6\u5316\u63a2\u7d22, \u7b2c\u516d\u5c4a\u571f\u6728\u5de5\u7a0b\u8d63\u6c5f\u5b66\u672f\u8bba\u575b<\/strong>, \u534e\u4e1c\u4ea4\u901a\u5927\u5b66\u4e3b\u529e\uff0c\u53c2\u4f1a\u4eba\u65701000\u4eba\u3002
2023-11-12, \u5b81\u6ce2\uff0c\u5ca9\u571f\u951a\u56fa\u754c\u9762\u7279\u6027\u5ba4\u5185\u6d4b\u8bd5\u6280\u672f\u63a2\u7d22\u4e4b\u8def\uff0c\u7b2c\u5341\u4e00\u6b21\u5168\u56fd\u5ca9\u77f3\u529b\u5b66\u4e0e\u5de5\u7a0b\u8bd5\u9a8c\u53ca\u6d4b\u8bd5\u5b66\u672f\u5927\u4f1a<\/strong>\uff0c\u4e2d\u56fd\u5ca9\u77f3\u529b\u5b66\u4e0e\u5de5\u7a0b\u5b66\u4f1a\u5ca9\u77f3\u529b\u5b66\u6d4b\u8bd5\u4e13\u4e1a\u59d4\u5458\u4f1a\u4e3b\u529e\uff0c\u53c2\u4f1a\u4eba\u6570600\u4eba\u3002
2025-06-22\uff0c\u957f\u6c99\uff0c\u5ca9\u571f\u951a\u56fa\u754c\u9762\u7279\u6027\u7684\u6d4b\u8bd5\u548c\u8868\u5f81\uff0c\u6e56\u5357\u7701\u5ca9\u77f3\u529b\u5b66\u4e0e\u5de5\u7a0b\u5b66\u4f1a2025\u5e74\u5b66\u672f\u5e74\u4f1a<\/strong>\uff0c\u6e56\u5357\u7701\u5ca9\u77f3\u529b\u5b66\u4e0e\u5de5\u7a0b\u5b66\u4f1a\u4e3b\u529e\uff0c\u53c2\u4f1a\u4eba\u6570400\u4eba\u3002
2025-08-08\uff0c\u6fb3\u5927\u5229\u4e9a\u73c0\u65af, Thermal-mechanical behavior of energy anchors, 11th<\/sup>\u00a0International Conference on Innovative Production and Construction<\/strong>, International Society for Smart Construction and Production (SCP)\u4e3b\u529e, \u53c2\u4f1a\u4eba\u6570200\u4eba\u3002<\/p>\n\n\n

\u5b66\u672f\u670d\u52a1<\/strong><\/h3>\n\n\n\n

\u671f\u520a\u7f16\u59d4\/\u7f16\u8f91<\/b><\/strong><\/h4>\n\n\n\n

\u9752\u5e74\u7f16\u59d4\uff1a<\/p>\n\n\n

\u5e94\u7528\u57fa\u7840\u4e0e\u5de5\u7a0b\u79d1\u5b66\u5b66\u62a5<\/b><\/strong><\/a>
Journal of Building Design and Environment<\/a><\/b><\/strong>
Journal of Geomechanics and Measurements<\/a><\/strong><\/p>\n\n\n

\u5ba2\u5ea7\u7f16\u8f91\uff1a<\/p>\n\n\n

Materials<\/b><\/strong>(3D Printing Techniques in Construction Materials<\/i><\/em><\/a>);
Buildings<\/b><\/strong>(The Impact of Building Materials on Construction Sustainability<\/i><\/em><\/a>; \u00a0New Reinforcement Technologies Applied in Slope and Foundation<\/i><\/em><\/a>);
Journal of Building Design and Environment<\/b><\/strong>(Advances in Construction Materials, Structures and Geotechnical Engineering<\/i><\/em><\/a>)<\/p>\n\n\n

\u671f\u520a\u5ba1\u7a3f<\/b><\/strong><\/h4>\n\n\n\n

\u4e2d\u79d1\u96621\u533a<\/p>\n\n\n

Journal of Rock Mechanics and Geotechnical Engineering\uff1a\u5de5\u7a0b\u6280\u672f\uff0c1 \u533a\uff0cTOP
Technovation\uff1a\u7ba1\u7406\u5b66\uff0c1 \u533a\uff0cTOP
Expert Systems with Applications\uff1a\u8ba1\u7b97\u673a\u79d1\u5b66\uff0c1 \u533a\uff0cTOP
Computers In Industry\uff1a\u8ba1\u7b97\u673a\u79d1\u5b66\uff0c1 \u533a\uff0cTOP
Engineering Application of Artificial Intelligence\uff1a\u8ba1\u7b97\u673a\u79d1\u5b66\uff0c1 \u533a\uff0cTOP
Advanced Engineering Informatics\uff1a\u5de5\u7a0b\u6280\u672f\uff0c1 \u533a\uff0cTOP
International Journal of Production Economics\uff1a\u5de5\u7a0b\u6280\u672f\uff0c1 \u533a\uff0cTOP
Construction and Building Materials\uff1a\u5de5\u7a0b\u6280\u672f\uff0c1 \u533a\uff0cTOP
Engineering Structures\uff1a\u5de5\u7a0b\u6280\u672f\uff0c1 \u533a\uff0cTOP
Acta Geotechnica\uff1a\u5de5\u7a0b\u6280\u672f\uff0c1 \u533a\uff0cTOP
Reliability Engineering & System Safety\uff1a\u5de5\u7a0b\u6280\u672f\uff0c1 \u533a\uff0cTOP<\/p>\n\n\n

\u4e2d\u79d1\u96622\u533a<\/p>\n\n\n

Ocean Engineering\uff1a\u5de5\u7a0b\u6280\u672f\uff0c2 \u533a\uff0cTOP
Transportation Geotechnics\uff1a\u5de5\u7a0b\u6280\u672f\uff0c2 \u533a
Structures\uff1a\u5de5\u7a0b\u6280\u672f\uff0c2 \u533a
Case Studies in Thermal Engineering\uff1a\u5de5\u7a0b\u6280\u672f\uff0c2 \u533a
Results in Engineering\uff1a\u5de5\u7a0b\u6280\u672f\uff0c2 \u533a<\/p>\n\n\n

\u4e2d\u79d1\u96623\u533a<\/p>\n\n\n

Geomechanics and Engineering\uff1a\u5de5\u7a0b\u6280\u672f\uff0c3 \u533a
Energy Reports\uff1a\u5de5\u7a0b\u6280\u672f\uff0c3 \u533a<\/p>\n\n\n

\u4e2d\u79d1\u96624\u533a<\/p>\n\n\n

Structural Engineering and Mechanics\uff1a\u5de5\u7a0b\u6280\u672f\uff0c4 \u533a
International Journal of Geosynthetics and Ground Engineering\uff1a\u5de5\u7a0b\u6280\u672f\uff0c4 \u533a
Frontiers in Built Environment\uff1a\u5de5\u7a0b\u6280\u672f\uff0c4 \u533a
Lithosphere\uff1a\u5730\u7403\u79d1\u5b66\uff0c4 \u533a
Frontiers in Materials\uff1a\u6750\u6599\u79d1\u5b66\uff0c4\u533a<\/p>\n\n\n

\u5176\u4ed6<\/p>\n\n\n

AI in civil engineering
Journal of Renewable Materials
Journal of Engineering and Applied Science
Structural Durability & Health Monitoring
\u6e56\u5357\u5927\u5b66\u5b66\u62a5 (\u81ea\u7136\u79d1\u5b66\u7248)
\u5efa\u7b51\u79d1\u5b66\u4e0e\u5de5\u7a0b\u5b66\u62a5
\u534e\u4e1c\u4ea4\u901a\u5927\u5b66\u5b66\u62a5
\u9632\u707e\u51cf\u707e\u5de5\u7a0b\u5b66\u62a5
\u79d1\u6280\u901a\u62a5
\u6e56\u5357\u57ce\u5e02\u5b66\u9662\u5b66\u62a5
\u4e2d\u56fd\u516c\u8def\u5b66\u62a5<\/p>\n\n\n

\u9879\u76ee\u8bc4\u5ba1<\/strong><\/h4>\n\n\n

\u56fd\u5bb6\u81ea\u7136\u79d1\u5b66\u57fa\u91d1\u9879\u76ee
\u6559\u80b2\u90e8\u5b66\u4f4d\u8bba\u6587
\u91cd\u5e86\u5e02\u79d1\u6280\u8ba1\u5212\u9879\u76ee
\u9ed1\u9f99\u6c5f\u7701\u79d1\u6280\u8ba1\u5212\u9879\u76ee
\u6e56\u5357\u7701\u4ea4\u901a\u79d1\u6280\u8ba1\u5212\u9879\u76ee
\u6e56\u5357\u7701\u81ea\u7136\u79d1\u5b66\u57fa\u91d1\u9879\u76ee<\/p>\n\n\n

\u793e\u4f1a\u517c\u804c<\/strong><\/h4>\n\n\n

\u6e56\u5357\u7701\u5ca9\u77f3\u529b\u5b66\u4e0e\u5de5\u7a0b\u5b66\u4f1a\u5e38\u52a1\u7406\u4e8b
\u6e56\u5357\u7701\u79d1\u6280\u7279\u6d3e\u5458(\u90b5\u9633\u5e02\u79d1\u6280\u4e13\u5bb6\u670d\u52a1\u56e2\u6210\u5458)
\u76ca\u9633\u5e02\u6b27\u7f8e\u540c\u5b66\u4f1a\uff08\u76ca\u9633\u5e02\u7559\u5b66\u4eba\u5458\u8054\u8c0a\u4f1a\uff09\u526f\u4f1a\u957f
\u76ca\u9633\u5e02\u9752\u5e74\u8054\u5408\u4f1a\u59d4\u5458
\u6e56\u5357\u7cfb\u57ce\u57ce\u5e02\u8fd0\u8425\u7ba1\u7406\u6709\u9650\u516c\u53f8\u4e13\u5bb6\u987e\u95ee
International Geosynthetics Society (\u56fd\u9645\u571f\u5de5\u5408\u6210\u6750\u6599\u5b66\u4f1a) \u4f1a\u5458\u00a0
International Society for Soil Mechanics and Geotechnical Engineering (\u56fd\u9645\u571f\u529b\u5b66\u4e0e\u5ca9\u571f\u5de5\u7a0b\u5b66\u4f1a) \u4f1a\u5458<\/p>","protected":false},"excerpt":{"rendered":"

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