Shoring-structure interaction in stabilization of excavation adjacent to historic buildings - A Case Study

机译：邻近历史建筑的稳定开挖中的结构与结构相互作用-案例研究

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This paper deals with the assumptions and analyses used to stabilize the excavation of holy Alavi courtyard located in Iraq. Numerical modeling of the problem is performed using PLAXIS software. Due to the connection of the main structure to the retaining system which consist of multi strand cable anchored concrete piles, the interaction between the structure inside the excavation and the retaining structure has been taken into account and its amounts has been investigated based on different scenarios for retaining system connection to the structure. Accuracy of the analysis is evaluated through comparing with actual displacements derived from monitoring of the excavation face during construction and useful conclusions are drawn.

机译：本文讨论了用于稳定挖掘伊拉克圣阿拉维庭院的假设和分析。使用PLAXIS软件对问题进行数值建模。由于主体结构与由多股锚索锚固混凝土桩组成的支护系统的连接，因此考虑了开挖内部结构与支护结构之间的相互作用，并根据不同的方案研究了其数量。保持系统与结构的连接。通过与施工期间监测工作面的实际位移进行比较，评估分析的准确性，并得出有用的结论。

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来源
《Soil-structure interaction, underground structures and retaining walls》|2013年|290-295|共6页
会议地点 Paris(FR)
作者
Hamidreza Elahi; Mohsen Sabermahani; Hesam Vahidifard;
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作者单位

Dept. of Civil Engineering, Univ. of Science and Culture, Iran;

School of Civil Engineering, Iran Univ. of Science and Technology, Iran;

Samanpey Soil Improvement Services Co, Iran;

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会议组织
原文格式 PDF
正文语种 eng
中图分类
关键词
stabilization of excavation; historic buildings; numerical modeling; monitoring data;

机译：开挖稳定；历史建筑；数值建模；监控数据;

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1. Seismic analysis of the soil-structure interaction for a high rise building adjacent to deep excavation [J] . Yeganeh Navid, Bazaz Jafar Bolouri, Akhtarpour Ali Soil Dynamics and Earthquake Engineering . 2015,第Deca1期

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2. Seismic analysis of the soil-structure interaction for a high rise building adjacent to deep excavation [J] . Yeganeh Navid, Bazaz Jafar Bolouri, Akhtarpour Ali Soil Dynamics and Earthquake Engineering . 2015,第DECaPTaA期

机译：邻近深基坑的高层建筑土-结构相互作用的地震分析
3. Centrifuge Modeling of Deep Excavations and Their Interaction With Adjacent Buildings [J] . M. Z. E. B. Elshafie, C. K. C. Choy, R. J. Mair Geotechnical testing journal . 2013,第5期

机译：深基坑离心模型及其与相邻建筑物的相互作用
4. Shoring-structure interaction in stabilization of excavation adjacent to historic buildings - A Case Study [C] . Hamidreza Elahi, Mohsen Sabermahani, Hesam Vahidifard International conference on soil mechanics and geotechnical engineering . 2014

机译：历史建筑邻近挖掘抗挖掘的支撑结构相互作用 - 以案例研究
5. Wall and ground movements in a braced excavation in clays and serviceability reliability of adjacent buildings. [D] . Hsiao, Cheng Liang. 2007

机译：粘土开挖中的墙面和地面运动以及相邻建筑物的使用寿命可靠性。
6. Secondary Caries Adjacent to Bulk or Incrementally Filled Composites Placed after Selective Excavation In Vitro [O] . Haitham Askar, Allam Al-Abdi, Uwe Blunck, 2021

机译：在体外选择性开挖后邻近散装或渐进式复合材料相邻的二次龋齿
7. Centrifuge Modeling of Deep Excavations and Their Interaction With Adjacent Buildings [O] . Elshafie Mohammed Zein, Choy CKC, Mair Robert James 2013

机译：深基坑离心模型及其与相邻建筑物的相互作用

Shoring-structure interaction in stabilization of excavation adjacent to historic buildings - A Case Study

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