首页|单桩穿越岩溶发育地层力学特征与溶洞处置措施研究

单桩穿越岩溶发育地层力学特征与溶洞处置措施研究

扫码查看
针对单桩穿越岩溶发育地层工程地质背景,采用数值模拟手段,探讨了溶洞存在条件、尺寸、位置、充填特性等对桩体变形、地层变形与地层应力的影响规律,提出处置措施,主要结论有:(1)随桩顶荷载增大,桩顶沉降、桩体压缩与地层沉降均线性增大,溶洞存在下桩顶沉降较小,但桩体变形较大;(2)无溶洞下地层抵抗变形能力最大,大变形后,地层总体变形呈"漏斗"状,溶腔顶部围岩变形较大,桩体底部与溶洞底部局部受拉,桩底到溶洞附近地层压应力较大;(3)提出小型溶洞采用片石粘土筑壁、埋深大 10m的中型溶洞采用灌注水泥混合物及低标号混凝土和钢护筒跟进、岩溶发育强烈区采用全回转钻机施工的溶洞处置方法.研究结论可为类似工程提供参考.
Study on Mechanical Characteristics of Single Pile Through Karst Development and Disposal Measures of Karst Cave
For the engineering geological background of single pile crossing karst development,Using numerical simulations,This paper discusses the influence rules of karst cave existence conditions,size,position and filling characteristics on pile deformation,formation deformation and formation stress,Provide the disposal measures,The main conclusions are as follows:(1)with the increase of the pile top load,Pile roof settlement,pile compression and formation settlement are all linear increase,The settlement of the lower pile top of the karst cave is relatively small,But the pile body deformation is large;(2)The maximum deformation resistance ability of the formation without karst cave,After a large deformation,The overall deformation of the formation is in a"funnel"shape,The surrounding rock at the top of the dissolution cavity is greatly deformed,Local tension of the bottom of the pile and the bottom of the cave,The compressive stress near the karst cave is large;(3)It is proposed that the small karst cave,the medium karst cave with buried depth more than 10 m adopt pouring cement mixture,low grade concrete and steel cylinder,and the full rotary drill in the area with strong karst development.The study conclusion can provide a reference for similar projects.

karstbridge pile foundationmechanical characteristicsdisposal measuresnumerical simulation

刘飞

展开 >

中铁二十二局集团第五工程有限公司,重庆

岩溶 桥梁桩基 力学特征 处置措施 数值模拟

2024

科学技术创新
黑龙江省科普事业中心

科学技术创新

影响因子:0.842
ISSN:1673-1328
年,卷(期):2024.(10)
  • 10