Evaluation of EPB TBM performance in mixed ground conditions

被引：0

作者：

Toth, A. ^{[1
]}

Zhao, J. ^{[1
]}

机构：

[1] Ecole Polytech Fed Lausanne, LMR, CH-1015 Lausanne, Switzerland

来源：

UNDERGROUND - THE WAY TO THE FUTURE | 2013年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper investigates the performance of Earth Pressure Balance Tunnel Boring Machines (EPM TBMs) in rock-soil interface mixed-face ground based on the Deep Tunnel Sewerage System project in Singapore. Several methods are available to estimate TBM tunnelling performance in homogenous rock or soil. However, the existing models cannot be reliably used to estimate TBM performance rate in mixed ground. The tunnels in this study were excavated in adverse mixed-face ground conditions. The geological profiles and the TBM operational parameters are compiled in a database and analysed statistically. The influence of different geological face compositions on the performance of the TBMs is studied. The statistical analysis shows that there is a possible correlation between the mixed-face ground characteristics and the TBM penetration rate. A method is proposed to predict the TBM performance in mixed-face ground for project planning and optimization.

引用

页码：1149 / 1156

页数：8

共 50 条

[31] EPB-specific cutting tools for challenging mixed ground applications
Shanahan, A.
UNDERGROUND - THE WAY TO THE FUTURE, 2013, : 1266 - 1273
[32] Radial opening ratio of EPB TBM cutterheads
Yang Z.-Y.
Jiang Y.-S.
Zhang J.-X.
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2018, 40 (12): : 2312 - 2317
[33] The Practice of Risk Identification and Assessment of EPB Tunnel in Mixed Face Ground
Song Tiantian
Wang Chunhe
ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3, 2011, 94-96 : 1196 - 1200
[34] A miniature EPB TBM for use in a geotechnical centrifuge
Shepheard, C. J.
Alagha, A. S. N.
Viggiani, G. M. B.
Haigh, S. K.
GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, 2021, : 415 - 420
[35] The prediction of EPB-TBM performance using firefly algorithms and particle swarm optimization
Khoshzaher, Erfan
Chakeri, Hamid
Bazargan, Shahab
Mousapour, Hamid
RUDARSKO-GEOLOSKO-NAFTNI ZBORNIK, 2023, 38 (05): : 79 - 86
[36] The performance of an EPB-TBM in a complex geology with frequently encountered dykes and in transition zones
Aymir, M.
Yagcioglu, I.
Turker, B.
Bilgin, N.
PROCEEDINGS OF THE ITA-AITES WORLD TUNNEL CONGRESS 2023, WTC 2023: Expanding Underground-Knowledge and Passion to Make a Positive Impact on the World, 2023, : 1761 - 1766
[37] Field Monitoring on Ground-Borne Vibration Caused by TBM Excavating in Mixed-Face Conditions
Liu, Meng-Bo
Liao, Shao-Ming
Men, Yan-Qing
Sun, Lian-Yong
GEO-CONGRESS 2022: DEEP FOUNDATIONS, EARTH RETENTION, AND UNDERGROUND CONSTRUCTION, 2022, 332 : 554 - 561
[38] The effect of EPB face pressure on TBM performance parameters in different geological formations of Istanbul
Bilgin, Nuh
Yuksel, Ali
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2023, 138
[39] Mechanical behavior of ground due to EPB shield TBM tunnel excavation passing through fractured zone
Cho, Won-Sub
Song, Ki-Il
Kim, Kyoung-Yul
GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, 2014, : 577 - 580
[40] The performance of a TBM in a squeezing ground at Uluabat, Turkey
Bilgin, Nuh
Algan, Melih
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2012, 32 : 58 - 65

← 1 2 3 4 5 →