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郑刚. 软土地区基坑工程变形控制方法及工程应用[J]. 岩土工程学报, 2022, 44(1): 1-36. DOI: 10.11779/CJGE202201001
引用本文: 郑刚. 软土地区基坑工程变形控制方法及工程应用[J]. 岩土工程学报, 2022, 44(1): 1-36. DOI: 10.11779/CJGE202201001
ZHENG Gang. Method and application of deformation control of excavations in soft ground[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(1): 1-36. DOI: 10.11779/CJGE202201001
Citation: ZHENG Gang. Method and application of deformation control of excavations in soft ground[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(1): 1-36. DOI: 10.11779/CJGE202201001

软土地区基坑工程变形控制方法及工程应用

Method and application of deformation control of excavations in soft ground

  • 摘要: 基坑变形控制是软土地区基坑工程的核心内容,不仅与自身工程安全密切相关,更涉及到对周边环境的影响。随着城市地上、地下各类建(构)筑物越来越密集,基坑工程施工产生的变形对环境影响的控制愈加成为基坑工程的焦点问题。首先,从基坑施工全过程控制的视角,分析了基坑施工全过程各阶段的变形特征、机理以及对环境的影响。进而,将基坑变形及其对环境影响的控制划分为“基于基坑支护体系的变形控制”和“基于邻近基坑保护对象的变形控制”两类方法。针对基于邻近基坑保护对象的变形控制,提出了不是基于对基坑支护体系,而是直接着眼于保护对象的变形主动控制理论,通过对关键区域土体的应力和变形的控制,实现对保护对象的测控一体化靶向控制。此外,提出了基坑无支撑支护理论并发展了一系列软弱土地区基坑绿色无支撑支护技术,实现了在较大的深度条件下也可进行坑无支撑支护设计。通过“基坑施工全过程控制”“基坑变形主动控制理论”“基坑无支撑支护控制体系”的变形控制理论及工程应用,努力推动基坑工程变形控制向“高效、智能、绿色、低碳”方向发展。

     

    Abstract: The main task of excavations in soft ground is the deformation control, which is closely rated to their safety and environmental impact. With the increase of the buildings and structures in the urban areas, the construction-induced deformation has become the focus of the excavations. The characteristics, mechanism and environmental impact of the deformation caused by each excavation phase are analyzed in a view of the whole-process control. Furthermore, the control methods for the deformation and environmental impact of the excavations are classified into two types, i.e., the control based on the retaining system of the excavations and that based on the protected objects adjacent to them. For the latter type, the active control theory is proposed focusing on the deformation of the protected objects instead of the retaining system. This active targeting technology integrated with the measurement and control for the protected objects is realized by controlling the stress and deformation of the key zone. Finally, the strut-free retaining theory is proposed and a series of strut-free retaining technologies are developed for the excavations in soft ground. The design of strut-free retaining for the excavations with relatively large depth can be realized using these technologies. The theories and applications of the whole-process control, the active control and the strut-free retaining system promote the deformation control of the excavations towards the efficient, intelligent, green and low-carbon aim.

     

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