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ANALYSIS OF SUBGRADE SETTLEMENT INFLUENCED BY NEARBY EXCAVATION DEWATERING

机译:近基坑降水对路基沉降的影响分析

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摘要

In the deep excavation construction process, the influence on the settlement of nearby building due to dewatering is always hardly ignored.In this paper, the influence on railway subgrade foundation by the dewatering of excavation engineering of the nearby new construction Jinan west station of Beijing-Shanghai High-speed Railway Line is studied.The settlement data of pile foundation subgrade of the high speed railway line are monitored and collected during the whole construction period to analyze the influence on composite foundation due to the dewatering of deep excavation.The settlement of both the top of pile and the soil between plies are recorded.And the construction period includes the following three phases: a) embankment fill period of high speed railway line subgrade construction, and b) preloading period of high speed railway line subgrade construction, and c) excavation engineering of station accessory building.As the conclusion, a general law of the influence on the composite foundation due to the dewatering of nearby deep excavation was summarized in this paper as a reference for other similar project in future.
机译:在深基坑施工过程中,由于脱水对附近建筑物沉降的影响始终是不容忽视的。对上海高铁进行研究,在整个施工期间对高速铁路桩基路基的沉降数据进行监测和分析,以分析深基坑脱水对复合地基的影响。记录桩顶和层之间的土壤。施工期包括以下三个阶段:a)高速铁路路基施工的路堤填筑期,b)高速铁路路基施工的预压期,以及c作为车站附属建筑物的开挖工程。本文总结了附近深基坑脱水的基础,为以后的其他类似工程提供了参考。

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