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穿越液化流滑区盾构隧道纵向非线性地震响应研究

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振动与冲击 2024年第1期43卷 131-137,183页

作者：李孝雄庄海洋王伟赵凯陈国兴南京工业大学岩土工程研究所南京210009 华东交通大学土木建筑学院南昌330013

为了明确场地液化流滑区越江跨海盾构隧道结构的抗震性能,以宽河谷微倾斜可液化场地在不同地震动强度下土层的位移时程作为输入地层震动状态,并基于广义反应位移法,建立了4.8 km精细化梁-弹簧盾构隧道模型,研究了场地液化流滑对盾构隧... 详细信息

为了明确场地液化流滑区越江跨海盾构隧道结构的抗震性能,以宽河谷微倾斜可液化场地在不同地震动强度下土层的位移时程作为输入地层震动状态,并基于广义反应位移法,建立了4.8 km精细化梁-弹簧盾构隧道模型,研究了场地液化流滑对盾构隧道纵向地震响应和相邻管环纵向张开量的影响。研究结果表明:场地的液化流滑将导致盾构隧道产生极大的环间纵向张开量、截面拉力和压力突变,充分说明了场地流滑对隧道结构地震安全的危害性;盾构隧道损害严重位置处均位于液化土层的滑动面;沿轴线的弯矩变化曲线与加速度放大系数曲线和河谷地形具有一致性,且曲线在液化区呈现出明显的突变现象。

关键词：盾构隧道广义反应位移法液化流滑环间张开量地震响应

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聚丙烯纤维增强橡胶砂固结不排水剪切试验

建筑材料学报 2024年第5期27卷 471-478页

作者：张季汪顺敏庄海洋陈佳蓝锦明华东交通大学土木建筑学院江西南昌330013 南京工业大学岩土工程研究所江苏南京210037

鉴于橡胶砂作为回填材料时承载力低和变形量大的问题,采用加入聚丙烯纤维(PPF)的方法提高橡胶砂的力学性能,提出了聚丙烯纤维增强橡胶砂的半干拌式制备方法,通过48组聚丙烯纤维增强橡胶砂、普通橡胶砂和纯砂试样的固结不排水剪切试验,... 详细信息

鉴于橡胶砂作为回填材料时承载力低和变形量大的问题,采用加入聚丙烯纤维(PPF)的方法提高橡胶砂的力学性能,提出了聚丙烯纤维增强橡胶砂的半干拌式制备方法,通过48组聚丙烯纤维增强橡胶砂、普通橡胶砂和纯砂试样的固结不排水剪切试验,探究了聚丙烯纤维掺量和橡胶掺量等参数对聚丙烯纤维增强橡胶砂主要力学变形特征参数的影响.结果表明:聚丙烯纤维对橡胶砂弹性模量的影响较小;聚丙烯纤维增强橡胶砂具有先剪缩后剪胀破坏的特征,其偏应力与轴向应变关系为应变硬化型;聚丙烯纤维可有效提高橡胶砂的内摩擦角和黏聚力;聚丙烯纤维增强橡胶砂破坏偏应力的提升效果十分显著,最高可提高3倍.

关键词：橡胶砂聚丙烯纤维固结不排水剪切试验破坏模式抗剪强度

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近直下型断层的地铁车站结构地震响应

岩土工程学报 2024年第4期46卷 843-852页

作者：刘英庄海洋张季周珍伟南京工业大学岩土工程研究所江苏南京210009 华东交通大学土木建筑学院江西南昌330013

目前在近断层场地中地下地铁车站抗震性能水平认识方面相对匮乏,鉴于此,提出了一种考虑发震断层-地下结构全过程地震响应的IBE-FEM联合求解分析方法。首先,基于运动学有限断层模型,采用间接边界元方法(IBE)求解直下型走滑断层错动作用... 详细信息

目前在近断层场地中地下地铁车站抗震性能水平认识方面相对匮乏,鉴于此,提出了一种考虑发震断层-地下结构全过程地震响应的IBE-FEM联合求解分析方法。首先,基于运动学有限断层模型,采用间接边界元方法(IBE)求解直下型走滑断层错动作用下上覆软土沉积层场地内的地震波场,并验证了有限元法(FEM)间接求解地震波场的可行性;在此基础上,通过建立土-地下连续墙-主体结构非线性静-动力耦合的二维整体时域有限元模型,初步探究了断层-软土场地耦合效应对地铁车站抗震性能的影响规律。结果表明:在近断层区域,地铁车站结构震害具有典型的断层上盘效应和震害集中效应,更容易进入塑性变形发展阶段;在远断层区域,由于断层-场地效应耦合作用,断层下盘场地内地震波场衰减较缓,其内车站结构整体震害略大于断层上盘。本文研究方法为近断层场地条件下地下结构地震响应分析开辟新思路,也可为相关场地区域内的地下结构抗震设计提供技术参考。

关键词：间接边界元-有限元法全过程地震反应分析土-地下结构动力相互作用走滑断层场地效应

某越江综合管廊河谷场地液化流滑侧向扩展研究

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防灾减灾工程学报 2024年第3期44卷 670-677页

作者：李孝雄赵瑞兴庄海洋赵凯南京工业大学岩土工程研究所江苏南京210009 华东交通大学土木建筑学院江西南昌330013

液化引起河流阶地横向流滑会对长江下游的自然环境和建筑环境造成巨大破坏。然而,长江下游宽河谷场地尺寸达几千米,场地存在厚且松软的沉积层,土层分布极不均匀。土壤的非线性和千米级横向变形限制了该类场地数值模拟的可计算性。针对... 详细信息

液化引起河流阶地横向流滑会对长江下游的自然环境和建筑环境造成巨大破坏。然而,长江下游宽河谷场地尺寸达几千米,场地存在厚且松软的沉积层,土层分布极不均匀。土壤的非线性和千米级横向变形限制了该类场地数值模拟的可计算性。针对长江下游宽河谷场地地形的复杂性和地层的特殊性,并结合实际工程所在场地地质剖面,建立了长江下游宽河谷场地精细化模型。采用已建立的砂土液化大变形粘弹塑性本构模型和ALE方法,解决了该类场地流滑大变形模拟困难。考虑地震波类型和强度的影响,分析了宽河谷微倾斜场地液化分布特征和侧向流滑规律。结果表明:微倾斜可液化场地坡底处土层的液化程度最为严重,微倾斜岸坡场地河床发生了明显的液化侧向扩展地震破坏,揭示了宽河谷微倾斜可液化岸坡场地侧向扩展的空间变位特征,上述原因主要是由于宽河谷不同位置处土单元应力状态差异性所造成;通过与场地液化侧向扩展震害等级评价标准进行对比,进一步明确了该长江下游宽河谷微倾斜岸坡场地液化流滑侧向扩展的震害特征及其程度。

关键词：宽河谷场地长江岸坡土层液化侧向扩展震害特征

地下连续墙对软弱夹层场地地下结构地震反应影响研究

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世界地震工程 2024年第2期40卷 78-87页

作者：许紫刚李淳宇徐长节庄海洋张季华东交通大学轨道交通基础设施性能监测与保障国家重点实验室江西南昌330013

在地下结构抗震分析中,软弱夹层场地较一般成层场地而言问题要更为突出。本文以双层双跨矩形框架地铁车站结构为研究对象,基于有限元软件ABAQUS,建立土-地下连续墙-地铁车站结构体系的静动力耦合有限元分析模型,研究地下连续墙对软弱夹... 详细信息

在地下结构抗震分析中,软弱夹层场地较一般成层场地而言问题要更为突出。本文以双层双跨矩形框架地铁车站结构为研究对象,基于有限元软件ABAQUS,建立土-地下连续墙-地铁车站结构体系的静动力耦合有限元分析模型,研究地下连续墙对软弱夹层场地地下结构地震反应的影响,对比分析了在不同场地工况下地连墙以及地连墙的连接方式对地铁车站结构的地震响应规律。研究结果表明:地下连续墙与车站结构协同作用使得车站结构整体水平变形减小,且减小效果随着软弱夹层厚度的增加更加明显;地下连续墙同时会引起附加的侧向土压力作用到车站结构上,对上层中柱和侧墙顶部等部位存在不利影响,建议工程实践中采取一定的加强措施。

关键词：地下结构地震反应地下连续墙软弱夹层土-结构相互作用

纤维增强橡胶砂复合土动力学特性室内试验研究

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世界地震工程 2024年第2期40卷 112-122页

作者：张丽萍庄海洋鲁思杰陈佳南京工业大学岩土工程研究所江苏南京210019 华东交通大学土木建筑学院江西南昌330013

针对橡胶颗粒与土混合而成的散粒体作为地基回填材料时承载力可能下降和变形较大的缺点,本文提出在该混合料中加入聚丙烯纤维进行改良,通过共振柱试验研究了橡胶含量、纤维含量和有效围压对混合复合土动剪切模量和阻尼比的影响。结果表... 详细信息

针对橡胶颗粒与土混合而成的散粒体作为地基回填材料时承载力可能下降和变形较大的缺点,本文提出在该混合料中加入聚丙烯纤维进行改良,通过共振柱试验研究了橡胶含量、纤维含量和有效围压对混合复合土动剪切模量和阻尼比的影响。结果表明:随着橡胶含量R_(C)、纤维含量F_(C)和固结围压σ_(3)的增大,复合土动剪切模量的衰减及阻尼比的增长均有所减缓。复合土的最大动剪切模量G_(max)受R C和σ3的影响较大,受F C的影响较小,提出了G_(max)与R_(C)、F_(C)、σ_(3)的经验拟合公式。同时,本文给出了复合土G/G_(max)~γ曲线在Davidenkov模型中参数A和B的建议值,及参数γ_(0)与F_(C)的线性增长公式。并对复合土的阻尼比增长曲线进行拟合,给出了不同工况下λ_(min)、λ_(0)、β与F_(C)线性拟合公式。

关键词：纤维增强橡胶砂抗剪强度动剪切模量阻尼比

Generalized response displacement methods for seismic analysis of underground structures with complex cross section

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Earthquake Engineering and Engineering Vibration 2023年第4期22卷 979-993页

作者： Xu Zigang Ding Linling Du Xiuli Xu Chengshun zhuang haiyang Jiangxi Key Laboratory of Infrastructure Safety Control in Geotechnical Engineering East China Jiaotong UniversityNanchang 330013China Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education Beijing University of TechnologyBeijing 100124China

The response displacement method(RDM)is recommended for the seismic analysis of underground structures in the transverse direction for many codes,including bases for design of structures-seismic actions for designing geotechnical works(ISO 23469)and code for seismic design of urban rail transit structures(GB 50909-2014).However,there are some obvious limitations in the application of *** and the shear stress of the soil could be approximately evaluated for the structures having a simple cross section,such as rectangular and circular *** is necessary to propose simplified seismic analysis methods for structures with complex cross *** paper refers to the idea of RDM and proposes three generalized response displacement methods(GRDM).In GRDM1,a part of the soil surrounding a structure is selected to generate a generalized underground structure with a rectangular cross section,and the same analysis model as RDM is applied to analyze the responses of the *** GRDM2,a hollow soil model without a generalized structure is used to compute the equivalent load caused by the relative displacement of the soil,and the soil-structure interaction model is applied to calculate the responses of the *** GRDM3,a continuous soil model is applied to compute the equivalent load caused by the relative displacement and shear stress of the soil,and the soil-structure interaction model is applied to analyze the responses of the structure,which is the same as the model used in *** time-history analysis method(THAM)is used to evaluate the accuracy of the proposed simplified *** show that the error of GRDM1 is about 20%,while the error is only 5%for GRDM2 and *** the three proposed methods,GRDM3 has obvious advantages regarding calculation efficiency and ***,it is recommended to use GRDM3 for the seismic response analysis of underground structures that have conventional simple or complex cross sections.

关键词： underground structures seismic analysis response displacement method equivalent seismic load complex cross section

Numerical investigation on seismic performance of a shallow buried underground structure with isolation devices

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Earthquake Research Advances 2022年第4期2卷 11-21页

作者： Jianning Wang Guangyu Zhang haiyang zhuang Jing Yang Chen Li Beijing Materials Handling Research Institute Co Ltd.Beijing100007China China National Machinery Industry Co Ltd.Beijing100080China Institute of Geotechnical Engineering Nanjing Tech UniversityNanjing210009China China Construction Sixth Engineering Bureau Corp Ltd.Tianjin210009China

A design procedure for improving the seismic performance of unequal-span underground structures by installing isolation devices at the top end of columns is proposed based on the seismic failure mode of frame-type underground structures and the design concept of critical support columns.A two-dimensional finite element model(FEM)for a soil-underground structure with an unequal-span interaction system was established to shed light on the effects of a complex subway station with elastic sliding bearings(ESB)and lead rubber bearings(LRB)on seismic *** was found that the stiffness and internal force distribution of the underground structure changed remarkably with the installation of isolation devices at the top end of the *** constraints of the beam-column joints were significantly weakened,resulting in a decrease in the overall lateral stiffness and an increase in the structural lateral *** introduction of the isolation device effectively reduces the internal force and seismic damage of the frame column;however,the tensile damage to the isolation structure,such as the roof,bottom plate,and sidewall,significantly increased compared to those of the non-isolation *** the relative slip of the ESB remains within a controllable range under strong earthquake excitation as well as frame columns with stable vertical support and self-restoration functions,the LRB shows a better performance during seismic failure and better lateral displacement response of the unequal-span underground *** analysis results provide new ideas and references for promoting the application of seismic isolation technology in underground structures.

关键词： Underground structure Seismic performance Isolation device Elastic sliding bearing Lead rubber bearing Soil-structure interaction

Seismic performance of two-story subway station structures with different isolating systems

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Earthquake Research Advances 2022年第4期2卷 60-71页

作者： haiyang zhuang Wei Wang Liguo Jin Sheng Li Guoxing Chen School of Civil Engineering and Architecture East China Jiaotong UniversityNanchang330013China Civil Engineering and Earthquake Disaster Prevention Center of Jiangsu Province Nanjing210009China Institute of Geotechnical Engineering Nanjing Tech UniversityNanjing210009China Institute of Geophysics China Earthquake AdministrationBeijing100081China

When the sliding bearing is fixed only at the top of the middle column of the underground structure,the cracks at the side end of the middle plate should be aggravated while the seismic damage of the mid-column should be *** enhance the seismic performance of the mid-plate,a new isolation design method has been mentioned while the elastic sliding bearings are set at the top of the mid-columns and between the side end of the mid-plate and the side wall at the same *** establishing a nonlinear finite element analysis model for the static-dynamic coupling interaction system,the seismic response characteristics of the cast-in-place station structure without a sliding bearing have been analyzed and compared with those of the station structure with the sliding bearing fixed only at the top of the middle columns,and those of the station structure with sliding bearing be fixed between the mid-plate and the sidewall at the same *** results show that the new isolation station structures suffer fewer earthquake damages at the mid-plate and mid-columns at the same time,which can improve the overall seismic performance of the subway station structure.

关键词： Subway station structure Seismic performance Elastic sliding bearing Seismic mitigation effect Numerical modelling