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软土地区超深基坑采用SMW工法桩支护体系变形控制研究

赵华

江西建材Issue(5):241-244,4.
江西建材Issue(5):241-244,4.

软土地区超深基坑采用SMW工法桩支护体系变形控制研究

Research on Deformation Control of SMW Pile Support System for Ultra Deep Foundation Pits in Soft Soil Areas

赵华1

作者信息

  • 1. 中铁十六局集团第三工程有限公司,浙江 湖州 313000
  • 折叠

摘要

Abstract

Based on the example of a two-story basement project in Jiangbei District,Ningbo City,the SMW construction method pile support system was adopted near the municipal road side of the foundation pit and the expected results were achieved.The treatment measures for soil leakage between piles,the development of a fertilizer tank compaction vibrator,and the removal of steel section jumping were elaborated,along with solutions.Finally,the quality control points and precautions for the application of SMW construction method piles in deep foundation pit construction in soft soil areas were summarized for reference in similar projects in the future.

关键词

SMW工法桩/软土地区/超深基坑/变形控制

Key words

SMW construction method piler/Soft soil area/Ultra-deep foundation pit/Deformation control

分类

建筑与水利

引用本文复制引用

赵华..软土地区超深基坑采用SMW工法桩支护体系变形控制研究[J].江西建材,2025,(5):241-244,4.

江西建材

1006-2890

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