Application of Modified Peck Formula for Metro Shield Tunneling Construction inWater-bearing Sandy Soil Layers in Nanchang

ZHOU Chenghua; WANG Shunmin; LIN Xiaoqiong; XU Kaicheng; CHEN Mengcheng; ZHANG Ji

doi:10.16037/j.1007-869x.20245735

Urban Mass Transit, Volume. 28, Issue 7, 44(2025)

Application of Modified Peck Formula for Metro Shield Tunneling Construction inWater-bearing Sandy Soil Layers in Nanchang

ZHOU Chenghua¹, WANG Shunmin², LIN Xiaoqiong², XU Kaicheng², CHEN Mengcheng², and ZHANG Ji^2、*

Author Affiliations

¹Nanchang Rail Transit Group Co., Ltd., 330038, Nanchang, China

²College of Civil Engineering and Architecture, East China Jiaotong University, 330013,Nanchang, China

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References(1)

[24] [24] ZHANG Z, CHEN J, ZHANG M, et al. Modified Peck method of evaluating tunnelling-induced ground movements based on measured data［J］. Arabian Journal of Geosciences, 2022, 15(9): 862.

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ZHOU Chenghua, WANG Shunmin, LIN Xiaoqiong, XU Kaicheng, CHEN Mengcheng, ZHANG Ji. Application of Modified Peck Formula for Metro Shield Tunneling Construction inWater-bearing Sandy Soil Layers in Nanchang[J]. Urban Mass Transit, 2025, 28(7): 44

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Paper Information

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Received: Aug. 4, 2024

Accepted: Aug. 21, 2025

Published Online: Aug. 21, 2025

The Author Email: ZHANG Ji (jizhang@ecjtu.edu.cn)

DOI:10.16037/j.1007-869x.20245735

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