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TRD工法在深基坑施工中的研究与应用 被引量:2
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作者 李操 《建筑施工》 2016年第10期1341-1343,共3页
TRD是一种新型的水泥土搅拌墙工法,较普通的三轴搅拌桩止水帷幕成墙的深度更深,对于深大的基坑围护有着良好的适应性及止水性。结合上海地区的某工程实例,介绍了TRD的实施难点并对其施工效果进行分析,并通过对监测数据的解读,进一步验... TRD是一种新型的水泥土搅拌墙工法,较普通的三轴搅拌桩止水帷幕成墙的深度更深,对于深大的基坑围护有着良好的适应性及止水性。结合上海地区的某工程实例,介绍了TRD的实施难点并对其施工效果进行分析,并通过对监测数据的解读,进一步验证了其可靠性及可行性。 展开更多
关键词 基坑施 软土地基 TRD工法 止水帷幕
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某砖木结构受邻近基坑施工影响后的加固设计
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作者 宋滨 林佳露 《结构工程师》 2009年第5期120-125,共6页
随着高层建筑、地铁隧道工程施工的不断展开,在闹市区开挖基坑的情况变得越来越普遍。上海市属软土地区,基坑施工对周边土体的扰动非常大,从而对基坑周边已有建筑物的安全性产生很大影响。砖木结构建筑一般建造年代较早,当时的安全设计... 随着高层建筑、地铁隧道工程施工的不断展开,在闹市区开挖基坑的情况变得越来越普遍。上海市属软土地区,基坑施工对周边土体的扰动非常大,从而对基坑周边已有建筑物的安全性产生很大影响。砖木结构建筑一般建造年代较早,当时的安全设计标准较低,建筑的整体性较差,强度储备不足,对地基土体变形的反应也较敏感,邻近的基坑施工甚至会影响结构的安全性。结合某工程实例,对砖木结构房屋因土体扰动引起的不均匀沉降损坏进行维修和加固作一些探讨,尝试通过采取合理的工程措施全面修复加固结构,提出了基础、上部结构墙体、木构件、混凝土构件等的不同加固方案,适度地提高了房屋结构的整体性和强度储备。 展开更多
关键词 基坑施 受损建筑 砖木结构 加固设计 结构整体性
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A case study on behaviors of composite soil nailed wall with bored piles in a deep excavation 被引量:7
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作者 ZHU Feng-bin MIAO Lin-chang +1 位作者 GU Huan-da CHENG Yue-hong 《Journal of Central South University》 SCIE EI CAS 2013年第7期2017-2024,共8页
A complete case of a deep excavation was explored. According to the practical working conditions, a 3D non-linear finite element procedure is used to simulate a deep excavation supported by the composite soil nailed w... A complete case of a deep excavation was explored. According to the practical working conditions, a 3D non-linear finite element procedure is used to simulate a deep excavation supported by the composite soil nailed wall with bored piles in soft soil. The modified cam clay model is employed as the constitutive relationship of the soil in the numerical simulation. Results from the numerical analysis are fitted well with the field data, which indicate that the research approach used is reliable. Based on the field data and numerical results of the deep excavation supported by four different patterns of the composite soil nailed wall, the significant corner effect is founded in the 3D deep excavation. If bored piles or soil anchors are considered in the composite soil nailed wall, they are beneficial to decreasing deformations and internal forces of bored piles, cement mixing piles, soil anchors, soil nailings and soil around the deep excavation. Besides, the effects due to bored piles are more significant than those deduced from soil anchors. All mentioned above prove that the composite soil nailed wall with bored piles is feasible in the deep excavation. 展开更多
关键词 deep excavation 3D non-linear finite element bored pile composite soil nailed wall corner effect DEFORMATION internal force
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Calculation example of full cycle carbon emission of super deep foundation pit and carbon reduction measures
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作者 Hexiang Hu Chaolai Li +3 位作者 Zhonghua Xu Yue Gui Ludan Zong Jingbin Shi 《Low-carbon Materials and Green Construction》 2023年第1期132-145,共14页
The determination of carbon emission from foundation pit engineering is a tough and complex project owing to its characteristics including large material consumption,short use time,difficult recycling and no operation... The determination of carbon emission from foundation pit engineering is a tough and complex project owing to its characteristics including large material consumption,short use time,difficult recycling and no operation stage.To overcome these limitations,the calculation boundary and calculation method for carbon emission of foundation pit project are defined in this paper,which is successfully applied in the carbon emission analysis of the actual engineering project,i.e.the construction of large-scale foundation pit of Kunming comprehensive transportation international hub.All the carbon emissions coresponding to four working stages including building materials production,building materials transportation,construction and demolition were calculated and anatomized.The results revealed that the content of CO_(2) released in the stage of building materials production accounts for 89.3%of the total carbon emission,which means the amount of building materials consumed in the engineering project is the crucial factor to control the carbon emission.Besides,two kinds of carbon reduction measures,i.e.optimization design of support scheme and recycling waste materials of internal support demolition,were explored by analyzing the proportion and average value of carbon emission from different sub project of the support structure.A pronounced effect of carbon reduction was achieved.Furthermore,both a fast calculation method of carbon emission factor of unit work volume and general carbon reduction measures are proposed in this paper,which could provide a reference and new viewpoint for the engineers and designers to calculate and analyze the carbon emission and to take effective carbon reduction measures. 展开更多
关键词 Foundation pit Carbon emission Calculation example Carbon reduction measures Fast calculation method
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