岩石弹塑性应力-渗流-损伤耦合模型研究(Ⅱ):参数反演及数值模拟
近海富水区隧道、围岩稳定性、弹塑性应力-渗流-损伤耦合模型、智能反分析、程序编制
36
TU45(土力学、地基基础工程)
国家自然科学基金项目No.51079010;中央高校基本科研业务费专项资金项目No.2013YB03;大连市交通科技项目No.2011-10;吉林省交通厅交通运输科技项目No.2012-1-6;中央高校基本科研业务费优秀科技创新团队培育计划资助项目No.3132014326;Project supported by the National Natural Science Foundation of China Grant No.51079010,the Fundamental Research Funds for the Central UniversitiesGrant No.2013YB03,Traffic Science and Technology Projects of DalianGrant No.2011-10,Transportation Science and Technology Project of Jilin Province BureauGrant No.2012-1-6 and the Fundamental Research Funds for the Central Universities Excellent Scientific and Technological Innovation Team Cultivation Plan ProjectGrant No.3132014326.which can induce increase in the stress and displacement of the surrounding rock.The results can provide some guideline for the tunnel waterproof design and construction.
2016-02-26(万方平台首次上网日期,不代表论文的发表时间)
3606-3614