Studies on construction pre-control of a connection aisle between two neighbouring tunnels in Shanghai by means of 3D FEM, neural networks and fuzzy logic

Geotechnical and Geological Engineering

Volumn 27, Issue 1, 2009, Pages 155-167

  Chen, You Liang ^a   Azzam, Rafig ^b   Fernandez Steeger, Tomas M ^b   Li, Lei ^a  

^a UNIVERSITY OF SHANGHAI FOR SCIENCE AND TECHNOLOGY   (China)

^b RWTH AACHEN UNIVERSITY   (Germany)

Author keywords

Artificial freezing construction; BP neural networks; Connection aisle; Finite element method; Fuzzy logic; Temperature field

Indexed keywords

ADMINISTRATIVE DATA PROCESSING; ARTIFICIAL INTELLIGENCE; BACKPROPAGATION; CAPILLARY TUBES; DECISION SUPPORT SYSTEMS; EXCAVATION; EXPERT SYSTEMS; FINITE ELEMENT METHOD; FREEZING; FUZZY LOGIC; FUZZY NEURAL NETWORKS; FUZZY SETS; FUZZY SYSTEMS; PAPER; PIPE; REFRIGERATION; TUNNELS; VEGETATION;

ADJACENT TUNNELS; ADVANCED RESEARCHES; ARTIFICIAL FREEZING CONSTRUCTION; BACK PROPAGATION NEURAL NETWORKS; BP NEURAL NETWORKS; COMPUTATION ACCURACIES; CONNECTION AISLE; CONSTRUCTION TECHNIQUES; CONTROL PLANS; FEM SIMULATIONS; FROZEN WALLS; FUZZY LOGIC THEORIES; GROUND FREEZING; MEASURED RESULTS; PARAMETER VALUES; RESEARCH RESULTS; ROAD TUNNELS; SITE CONSTRUCTIONS; SOFT SOIL AREAS; SYSTEM SOFTWARES; TEMPERATURE FIELD; TEMPERATURE PREDICTIONS;

NEURAL NETWORKS;

ARTIFICIAL NEURAL NETWORK; FINITE ELEMENT METHOD; FROZEN GROUND; FUZZY MATHEMATICS; GROUND FREEZING; TEMPERATURE EFFECT; THREE-DIMENSIONAL MODELING; TUNNEL;

ASIA; CHINA; EURASIA; FAR EAST; SHANGHAI;

EID: 58149310827     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-008-9220-5     Document Type: Article

References (17)

1. Bolzon G, Schrefler BA (2005) Thermal effects in partially saturated soils: A constitutive model. Int J Numer Anal Methods Geomech 29(9):861-877
2. Boone SJ, Crawford AM (2000) Braced excavations: Temperature, elastic modulus, and strut loads. J Geotech Geoenviron Eng 126(10):870-881
3. Chen XS (1988) Mechanical characteristics of artificially frozen clays under triaxial stress condition. Ground Freeing 88, vol. 1. A.A. Balkema, Rotterdam, pp 173-179
4. Chen YL (2005) Intelligent geotechnical engineering. Shaker Verlag, Aachen, pp 90-110
5. Chen YL, Azzam R, Zhang FB, Pan ZT (2004) The prediction of construction control plan of deep foundation pit excavation utilizing back-propagation neural network and fuzzy logical control. Mitt Ingenieurgeol Hydrogeol 88:81-98
6. Chen YL, Azzam R, Zhang FB (2006) The displacement computation and construction pre-control of a foundation pit in Shanghai utilizing FEM and intelligent methods. Geotech Geol Eng 24(6):1781-1801
7. EINAV I (2004) Thermomechanical relations between stress-space and strain-space models. Geotechnique 54(5):315-318
8. Harris JS (1995) Ground freezing in practice. Thomas Telford, London, pp 4-14
9. Master I, Pao WKS, Lewis RW (2000) Coupling temperature to a double-porosity model of deformable porous media. Int J Numer Methods Eng 49(3):421-438
10. Neaupane KM, Achet S (2004) Use of backpropagation neural networks for landslide monitoring: A case study in the Higher Himalaya. Eng Geol 3-4(74):213-226
11. Neaupane KM, Adhikari N (2006) Prediction of tunneling-induced ground movement with the multi-layered perception. Tunn Undergr Space Dev 21:151-159
12. Neaupane KM, Yamabe T (2001) A fully coupled thermo-hydro-mechanical (THM) non-linear model in a frozen medium. Comput Geotech 28(8):613-637
13. Neaupane KM, Yamabe T, Yoshinaka R (1999) Simulation of a fully coupled thermo-hydro-mechanical system in freezing & thawing rock. Int J Rock Mech Min Sci 36(5):563-580
14. Sopko JA (1989) Ground freezing to control ground water and support deep storm sewer structural excavations. Proceedings of rapid excavation and tunneling conference, Los Angeles
15. Sopko JA (1991) Ground freezing to provide support for tunneling using vertical refrigeration pipes. Proceedings of rapid excavation and tunneling conference, Seattle, Washington
16. Xu SL (2004) The mathematical model of temperature field for the vertical shaft under freezing construction by employing two rings of refrigeration pipes. J Anhui Inst Archit Ind 12(3):10-12 (in Chinese)
17. Yang GS, Zhang J (2003) Numerical analysis on non-uniformly distributed temperature field for a frozen-wall supported deep foundation pit during excavation by means of FEM method. Chin J Rock Mech Rock Eng 22(2):316-320 (in Chinese)