A Study on Key Factors of Ground Settlement Due to Shield TBM Excavation using Numerical Analysis and Field Measurement Comparison

IF 0.4 Q4 ENGINEERING, GEOLOGICAL Journal of the Korean Geosynthetic Society Pub Date : 2017-03-30 DOI:10.12814/JKGSS.2017.16.1.063
Gy-Chan Jun, Dong-Hyun Kim
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引用次数: 1

Abstract

This study estimates the degree of influence of factors influencing ground surface settlement during tunnel excavation using Shield tunneling trough 3D FE-analyses. Numerical analysis was carried out by considering face pressure, skinplate pressure, excavation length, soil model, element size and soil material properties. Also, Actually constructed shield TBM comparative analysis was conducted by compared with Volume loss model, Pressure model and field measurement data. Skinplate pressure and soil model were the most influential factors, and the analysis results were similar to field measurements when the appropriate skinplate pressure was applied according to the passing stratum.
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盾构掘进机开挖地面沉降关键因素数值分析与现场实测对比研究
通过三维有限元分析,对盾构隧道开挖过程中地表沉降影响因素的影响程度进行了估算。考虑开挖面压力、开挖长度、土体模型、单元尺寸及土材料特性等因素,进行数值分析。通过体积损失模型、压力模型和现场实测数据的对比分析,对实际施工盾构机进行了对比分析。剥皮压力和土壤模型是影响剥皮强度的主要因素,在根据通过地层施加适当的剥皮压力时,分析结果与现场实测结果相似。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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