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考虑地基变形连续的基坑开挖诱发邻近盾构隧道位移预测 被引量:25
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作者 应宏伟 程康 +5 位作者 俞建霖 徐日庆 裘志坚 詹晓波 秦建设 楼春晖 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2021年第2期318-329,共12页
从工程实际出发,建立考虑基坑坑底及侧壁卸荷作用的基坑开挖引起的附加荷载计算模型;基于Mindlin解给出由基坑开挖所引起的邻近隧道处的竖向附加荷载;引入能考虑隧道任意埋深效应的修正基床反力系数,将既有隧道简化为搁置于Pasternak地... 从工程实际出发,建立考虑基坑坑底及侧壁卸荷作用的基坑开挖引起的附加荷载计算模型;基于Mindlin解给出由基坑开挖所引起的邻近隧道处的竖向附加荷载;引入能考虑隧道任意埋深效应的修正基床反力系数,将既有隧道简化为搁置于Pasternak地基上的Euler-Bernoulli梁,进而提出基坑开挖下邻近既有隧道响应的简化计算方法.所提方法能考虑隧道埋深效应以及地基剪切效应,与工程实际更为接近.通过与三维有限元以及2组已发表工程实测数据的对比,验证所提简化计算方法的合理性与适用性.针对地基弹性模量、地基剪切模量、隧道纵向等效抗弯刚度、隧道-基坑夹角、隧道埋深、隧道-基坑间距以及基坑几何形状等主要参数对隧道纵向位移的影响进行系统分析.结果表明:隧道与基坑平行工况下的隧道最大位移是垂直工况下的1.60倍;提高隧道纵向抗弯刚度可以有效减小隧道的最大位移,但这种"削弱作用"会随隧道-基坑间距的增大而减小;随着隧道埋深、隧道-基坑间距的增大,隧道最大位移呈非线性递减规律;基坑的"长开挖"会影响隧道的位移和隧道隆起范围,而"短开挖"则主要影响隧道的位移.研究成果可以为较为合理地预测既有盾构隧道在邻近基坑开挖下的响应规律提供理论支持. 展开更多
关键词 基坑开挖 隧道竖向位移 任意埋深 剪切效应 长开挖 短开挖
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A practical constitutive theory based on egg-shaped function in elasto-plastic modeling for soft clay 被引量:4
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作者 JIANG Jia-qi XU Ri-qing +3 位作者 YU Jian-lin QIU Zhi-jian qin jian-she ZHAN Xiao-bo 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第8期2424-2439,共16页
An exploratory discussion is presented on the application of egg-shaped function in elasto-plastic constitutive analysis for soft clay.Two main tasks of the paper are:1)to propose a complete yield criterion based on e... An exploratory discussion is presented on the application of egg-shaped function in elasto-plastic constitutive analysis for soft clay.Two main tasks of the paper are:1)to propose a complete yield criterion based on egg-shaped function and supplement its definition in the deviatoric section,and then a yield criterion suitable for 3D stress conditions is obtained;2)to elaborate its numerical implementation based on the drained triaxial tests.During the above discussion,a non-associated flow rule is proposed,in which the stress-dilatancy relationship in most classical theory is replaced by a linear dependence between the stress state parameterηand the rotation angleγof the plastic potential surface.Thereafter,isotropic and kinematic hardening behavior is considered by employing the hardening parameter H,which can be expressed as the function of plastic work Wp.Finally,comparisons between numerical results and test data on Taizhou soft clay are made to verify the effectiveness of the proposed model. 展开更多
关键词 egg-shaped function elastoplasticity yield criterion non-associated flow
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