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长短桩在深厚软土条件下深基坑支护中的应用

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针对深厚软土条件下的深基坑,设计一种安全经济的支护方式是工程师比较关注的.以广州地区某一实际工程为依托,从设计思路、计算和监测等方面对长短桩在深厚软土条件下深基坑支护进行了系统分析.研究结果表明:①一般在软土条件下悬臂支护桩桩顶水平变形是难以控制的,局部开挖至支撑梁底部采用被动区加固控制桩顶水平变形是非常有效的措施.②基坑坑底位于软土层中,基坑必须采用排桩+内支撑支护时,在考虑其他方面不能优化的情况下,长短桩间隔布置是比较行之有效的优化措施.③基坑支护采用长短桩布置时,可采用"只考虑长桩作用计算整体稳定性,短桩与长桩一并考虑计算配筋"简化计算模型,通过该实例,该计算模型可应用于实际工程并取得了较好的效果.
Application of Both Long and Short Piles in a Deep Excavation Support in Thick Soft Soils
The safe and economical deep excavation supporting structure types in thick and soft soils are drawing increasingly concern by the practical engineers.This paper presents the design,analytical methods,construction monitoring aspects using both long and short piles in a deep excavation supporting project in Guangzhou.The results show that:(1)It is difficult to control the horizontal deformation of cantilever soldier piles top in soft soils,and it is a very effective measure to control the horizontal deformation of the soldier pile top by means of passive zone reinforcement from the bottom of the support beam.(2)when the excavated bottom is in the soft soils,and the excavated area must be supported by rows of piles and internal bracing,the spacing arrangement of both long and short piles is an effective optimization measure when other aspects cannot be opti-mized.(3)when both the long and short piles are used in the deep excavation support,the simplified model of"Considering on-ly the action of long piles to analysis the overall stability and considering the reinforcement of the short piles and long piles to-gether to evaluate the overall stability"can be adopted,the analytical models can be applied to the practical engineering and have achieved satisfactory results.

Deep Soft SoilDeep Excavation SupportSpacing Arrangement of Both Long and Short PilesAnalytical Models

熊海明、周军要、陈双、张伟

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深圳市勘察测绘院(集团)有限公司,广东深圳 518028

深厚软土 深基坑支护 长短桩间隔布置 计算模型

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(1)
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