大面积无序堆土引起基桩沉降的研究
摘要:某大型建筑工程因出土条件发生变化，施工工序有所调整，需在已施工的基桩上大面积堆土。大面积堆土会引起群体基桩的沉降，基槽开挖后基桩沉降离散性较大，最大基桩沉降高达670 mm，单体建筑物中基桩间沉降差最大极值高达510 mm，远超过规范计算值，沉降原因存在争议。采用有限元软件PLAXIS3D建立三维数值模型并对基桩沉降综合分析，结果表明，在已施工完成桩基上方大面积堆土可引起基桩较大沉降，地表及桩顶最大沉降均位于堆土中心，沉降最大与最小的两基桩上部负摩阻力相差一倍；按区域分析，大面积无序堆土引起基桩整体沉降趋势符合软土地区的沉降规律；各基桩产生较大离散性主要因素包括堆土厚度、堆土面积、堆土时间、排水条件、桩穿越土层情况、桩端下卧层的土层情况等。本研究为类似工程积累了经验。
Abstract:A large-scale construction project needs to mound soil over a large area on the constructed foundation pile due to the change of excavation conditions. Large-area mounded soil will cause the settlement of group foundation piles. After the excavation of foundation trench, the settlement of foundation piles is discrete, and the maximum settlement of foundation piles is as high as 670 mm, the maximum extreme value of settlement between foundation piles in single buildings is as high as 510 mm, which far exceeds the standard calculation value, thus the settlement attribution is controversial. Using the finite element software PLAXIS3D, a three-dimensional numerical model was set up and comprehensive analysis of pile settlement was carried out. The results show that large area soil mounded above the completed pile foundation can cause large settlement of the foundation pile. Maximum settlement of ground surface and pile top are located at the center of the mounded soil, negative friction of two piles with maximum and minimum settlement is doubled; According to regional analysis, the overall settlement trend of pile caused by large area disorderly mounded soil conforms to the settlement law in soft soil area; The main factors of large dispersion of each foundation pile include: the height, area and time of the mounded soil, drainage conditions, soil layer conditions of pile crossing, soil layer conditions of underlying layer at pile end, etc. This research has accumulated experience for similar projects.
中文标题：
大面积无序堆土引起基桩沉降的研究
Research on Pile Settlement Caused by Large-area Disorderly Soil Stacking
作者：
张楠1,,武岳2,刘永超3, 4,,,张宗俊5,韩玉涛4,陆鸿宇3
Zhang Nan1,,Wu Yue2,Liu Yongchao3, 4,,,Zhang Zongjun5,Han Yutao4,Lu Hongyu3
作者简介:张 楠，女，1982年生，汉族，天津人，高级工程师，从事建筑工程、轨道建设工程设计、施工管理的研究。E-mail：55102439@qq.com通讯作者:刘永超，男，1970年生，安徽砀山人，教授级高级工程师，博士生导师，从事岩土工程设计与施工技术研究与管理。E-mail：chao96521@vip.sina.com
通讯地址：
1.天津滨海新区轨道交通投资发展有限公司，天津 300459 2.桂林理工大学广西岩土力学重点实验室，广西桂林 541004 3.天津建城基业集团有限公司，天津 300301 4.天津大学建筑工程学院，天津 300072 5.中铁第六勘察设计院集团有限公司，天津 300308
1.TianjinBinhaiNewAreaConstruction&InvestmentGroupCo.,Ltd.,Tianjin300459,China 2.CollegeofCivilEngineeringandArchitecture,GuilinUniversityofTechnology,Guilin541004,Guangxi,China 3.TianjinFoundationEngineeringCo.,Ltd.,Tianjin300301,China 4.SchoolofCivilEngineering,TianjinUniversity,Tianjin300072,China 5.ChinaRailwayLiuyuanGroupCo.,Ltd.,Tianjin300308,China
中图分类号:TU 475
doi:10.3969/j.issn.1007-2993.2023.05.005
出版物：岩土工程技术
收稿日期:2022-05-24
修回日期:2022-08-06
录用日期:2022-12-09
网络出版日期:2023-10-16
刊出日期:2023-10-16
关键词:大面积无序堆土,基桩沉降,离散型沉降,有限元模拟
Key words:large-area disorder mounded soil,foundation pile settlement,discrete type settlement,finite element simulation
文档包含图片数量：图片(8)张
文档包含表格数量：表格(3)个
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