土工基础 ›› 2021, Vol. 35 ›› Issue (5): 563-566.

• 工程实录 • 上一篇    下一篇

邯郸膨胀土地区深基坑支护设计方案应用实践

袁海超   

  1. (中建路桥集团有限公司,石家庄 050001)
  • 收稿日期:2020-07-27 修回日期:2020-08-03 出版日期:2021-10-31 发布日期:2021-10-21
  • 作者简介:袁海超(1987-),男,硕士研究生,工程师,研究方向为岩土工程勘察、岩土工程设计与施工等。

Deep Excavation Support Design in the Expansive Soils in Handan

YUAN Haichao   

  1. (CSCEC Road and Bridge Group Co. Ltd., Shijiazhuang 050051)
  • Received:2020-07-27 Revised:2020-08-03 Online:2021-10-31 Published:2021-10-21

摘要: 随着城市深基坑支护工程不断增多,膨胀土地区的基坑开挖与施工面临的危险与挑战也随之增加。通过邯郸膨胀土地区某深基坑项目实例,阐述基坑设计思路,根据场地环境条件,在不同剖面分别设计喷锚支护和桩锚支护两种支护形式,对比分析两种支护形式下的位移变形情况及工程造价情况,并总结膨胀土基坑施工方法、经验。研究表明:膨胀土地区进行基坑设计时,对相关岩土参数进行折减是可行的;膨胀土开挖后要第一时间进行喷护,缩短暴露时间,在合理的施工工艺及施工顺序下,喷锚支护体系在膨胀土地区基坑支护中更为经济、方便、可行,为今后膨胀土地区深基坑设计与施工提供参考依据。

关键词: 膨胀土, 基坑设计, 喷锚支护, 桩锚支护, 基坑监测

Abstract: The trend of development of urban buildings becomes higher and deeper. The deep excavation support design is frequently encountered in the construction projects. The risks and challenges in deep excavations in expansive soils are also increased. This paper presents a case history of deep excavation support design in expansive soil of Handan. Two different support methods, shotcrete and soldier pile and ground anchor, were applied in the construction based on the site conditions. The deformation and cost information of the deep excavation in the expansive soils are also compared in the paper. The study results indicate that, the strength reduction method can be used in the excavation support design in expansive soils; if the shotcrete method is used, the excavated surface should be protected immediately; under the appropriate construction sequence and technique, the soldier pile and ground anchor excavation support method could be more economical and feasible.

Key words: expansive soil;deep excavation support design, shotcrete support;soldier pile and ground anchor support, deep excavation monitoring

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