In the deep excavation engineering, excavation and dewatering will cause settlement of surrounding soils.
在深基坑工程施工中，基坑降水开挖会使得周围土体产生沉降。
The safety and stability of deep excavation engineering should be considered in the design and construction.
无论是高层建筑深基础的施工，还是地下空间的利用，都需要进行大规模的深基坑工程。
Experience and monitor data indicate that design and construction of the deep excavation engineering are successful.
施工实践和监测数据表明，工程的设计和施工取得了圆满成功，为类似基坑工程积累了宝贵经验。
Therefore high risks would be induced in the deep excavation engineering such as economic and technological risks during construction.
这些特点决定了其施工期存在较多经济技术风险。
Deep excavation engineering is characterized by vast construction investment, many unpredictable factors, complex construction technology and great society influence.
深基坑工程具有投资规模大、不确定性因素多、施工技术复杂、社会影响大等特点。
The current state of deep excavation engineering in Shanghai area is described and the main technology in the civil construction of Shanghai metro Xujiahui Station is analyzed in detail in this paper.
本文综述了上海地区深基坑施工的现状，并详细分析了上海地铁徐家汇车站土建工程施工中的主要技术问题。
Study on impact of excavation of deep foundation pits on buried pipelines is an important subject of excavation environmental engineering.
深基坑开挖对周围地下管线影响的研究，是基坑环境工程中的重要课题。
The excavation of deep foundation pit in soft soil region is comprehensive difficulty in geotechnical engineering.
软土地区深基坑开挖是基础和地下工程施工中一个综合性岩土工程难题。
An engineering example that a deep foundation pit is in dangerous status caused by over excavation in soft clay is described.
介绍一软土地区深基坑由于超挖引起基坑险情的工程实例。
Based on a certain engineering project, the design and construction technology of double pipe and double liquid grouting method for leak blockade in deep excavation retaining structure are introduced.
在深基坑围护结构中采用双管双液法注浆工艺堵漏的设计及施工工艺，工程实践证明是成功的。
The study on the influence of the excavation of deep foundation pit to the neighboring buildings is an important subject for the excavation-environment engineering.
深基坑开挖对周围建筑物影响的研究，是基坑环境工程中的重要课题。
The feasibility and reliability of the method is verified by two engineering examples and it proves to be a practical method for estimating ground settlement aroused by deep excavation.
工程实例验证表明，该方法具有一定的实用性和可靠性，不失为一种方便实用的估算基坑开挖引起墙后地面沉降的方法。
The feasibility and reliability of the method is verified by two engineering examples and it proves to be a practical method for estimating ground settlement aroused by deep excavation.
工程实例验证表明，该方法具有一定的实用性和可靠性，不失为一种方便实用的估算基坑开挖引起墙后地面沉降的方法。
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