| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A coupled fluid FEM-DEM technique for predicting blasting operations in tunnels
|
Zárate, Francisco
|
|
2018
|
|
4 |
p. 310-316
|
artikel
|
| 2 |
A discrete element exploration of V-shaped breakout failure mechanisms in underground opening
|
Liu, Huaizhong
|
|
|
|
4 |
p. 281-291
|
artikel
|
| 3 |
Analysis of jacking forces during pipe jacking in granular materials using particle methods
|
Ji, Xinbo
|
|
2019
|
|
4 |
p. 277-288
|
artikel
|
| 4 |
An improved artificial bee colony-random forest (IABC-RF) model for predicting the tunnel deformation due to an adjacent foundation pit excavation
|
Feng, Tugen
|
|
|
|
4 |
p. 514-527
|
artikel
|
| 5 |
A review on effects of different factors on gas explosions in underground structures
|
Xu, Ying
|
|
|
|
4 |
p. 298-314
|
artikel
|
| 6 |
Bearing capacity and failure behavior of disconnectable coupling joint with double row wedges (DCJD) used in the prestressed internal bracing
|
Zhang, Mingju
|
|
|
|
4 |
p. 498-513
|
artikel
|
| 7 |
BIM for the Underground – An enabler of trenchless construction
|
Chapman, David
|
|
|
|
4 |
p. 354-361
|
artikel
|
| 8 |
Centrifuge modeling of tunneling-induced ground surface settlement in sand
|
Lu, Hu
|
|
2019
|
|
4 |
p. 302-309
|
artikel
|
| 9 |
Comparison of rectangular and circular bored twin tunnels in weak ground
|
Vinod, Michael
|
|
2019
|
|
4 |
p. 328-339
|
artikel
|
| 10 |
Control of settlement and volume loss induced by tunneling under recently reclaimed land
|
Kwong, A.K.L.
|
|
2019
|
|
4 |
p. 289-301
|
artikel
|
| 11 |
Deep excavation in under-consolidated clayey deposit
|
Chai, Jinchun
|
|
|
|
4 |
p. 455-468
|
artikel
|
| 12 |
Deformation analysis and safety assessment of existing metro tunnels affected by excavation of a foundation pit
|
Ye, Shuaihua
|
|
|
|
4 |
p. 421-431
|
artikel
|
| 13 |
Editorial
|
Hofstetter, Günter
|
|
2018
|
|
4 |
p. 251
|
artikel
|
| 14 |
Effect of constructing twin tunnels under a building supported by pile foundations in the Sydney central business district
|
Khabbaz, Hadi
|
|
2019
|
|
4 |
p. 261-276
|
artikel
|
| 15 |
Effect of rock bolt support mechanism on tunnel deformation in jointed rockmass: A numerical approach
|
Das, Ratan
|
|
|
|
4 |
p. 409-420
|
artikel
|
| 16 |
Effects of deep soil mixing on existing shield tunnels in soft soil ground
|
Pan, Huangsong
|
|
|
|
4 |
p. 724-733
|
artikel
|
| 17 |
Effects of underground explosions on soil and structures
|
Ambrosini, Daniel
|
|
|
|
4 |
p. 324-338
|
artikel
|
| 18 |
Efficient logistics enabled by smart solutions in tunneling
|
Dakhli, Zakaria
|
|
2017
|
|
4 |
p. 227-233
|
artikel
|
| 19 |
Energy tunnels: concept and design aspects
|
Barla, Marco
|
|
2018
|
|
4 |
p. 268-276
|
artikel
|
| 20 |
Estimation of failure probability in braced excavation using Bayesian networks with integrated model updating
|
He, Longxue
|
|
|
|
4 |
p. 315-323
|
artikel
|
| 21 |
Experimental study of the separated joint of an underground pipeline rehabilitated by cured-in-place pipe
|
Hsu, Jui-Min
|
|
|
|
4 |
p. 543-563
|
artikel
|
| 22 |
Experimental study on geosynthetic-reinforced sand fill over marine clay with or without deep cement mixed soil columns under different loadings
|
Wu, Pei-Chen
|
|
2019
|
|
4 |
p. 340-347
|
artikel
|
| 23 |
Investigating low-permeability sandstone based on physical experiments and predictive modeling
|
Chao, Zhiming
|
|
|
|
4 |
p. 364-378
|
artikel
|
| 24 |
Legal considerations for urban underground space development in Malaysia
|
Zaini, F.
|
|
2017
|
|
4 |
p. 234-245
|
artikel
|
| 25 |
Longitudinal connection effect on initial support steel frames in tunnels—Take the traffic tunnels as examples
|
Ma, Kaimeng
|
|
|
|
4 |
p. 608-622
|
artikel
|
| 26 |
Longitudinal mechanical response of tunnels under active normal faulting
|
Qiao, Yafei
|
|
|
|
4 |
p. 662-679
|
artikel
|
| 27 |
Multiscale structural analysis inspired by exceptional load cases concerning the immersed tunnel of the Hong Kong-Zhuhai-Macao Bridge
|
Wang, Hui
|
|
2018
|
|
4 |
p. 252-267
|
artikel
|
| 28 |
Numerical simulation and analysis of the pile underpinning technology used in shield tunnel crossings on bridge pile foundations
|
Li, Zheng
|
|
|
|
4 |
p. 396-408
|
artikel
|
| 29 |
Numerical study on lateral wall displacement of deep excavation supported by IPS earth retention system
|
Feng, Tugen
|
|
2017
|
|
4 |
p. 259-271
|
artikel
|
| 30 |
Observed response of maglev structure undercrossed by three shield tunnels in soft soil
|
Zhang, Dong-Mei
|
|
|
|
4 |
p. 636-661
|
artikel
|
| 31 |
Practical numerical simulation of the effect of TBM process pressures on soil displacements through 3D shift iteration
|
Ring, Benno
|
|
2018
|
|
4 |
p. 297-309
|
artikel
|
| 32 |
Prediction of ground settlements induced by twin shield tunnelling in rock and soil – A case study
|
Wang, Xue-tao
|
|
|
|
4 |
p. 623-635
|
artikel
|
| 33 |
Reliability analysis of shallow tunnels using the response surface methodology
|
Hamrouni, Adam
|
|
2017
|
|
4 |
p. 246-258
|
artikel
|
| 34 |
Review of transparent soil model testing technique for underground construction: Ground visualization and result digitalization
|
Zhang, Wengang
|
|
|
|
4 |
p. 702-723
|
artikel
|
| 35 |
Rockburst in underground excavations: A review of mechanism, classification, and prediction methods
|
Askaripour, Mahdi
|
|
|
|
4 |
p. 577-607
|
artikel
|
| 36 |
Significance and methodology: Preprocessing the big data for machine learning on TBM performance
|
Xiao, Hao-Han
|
|
|
|
4 |
p. 680-701
|
artikel
|
| 37 |
Simple approach for solution of the quasi-plane-strain problem in a circular tunnel in a strain-softening rock mass considering the out-of-plane stress effect
|
Zou, Jinfeng
|
|
|
|
4 |
p. 339-353
|
artikel
|
| 38 |
Smart monitoring of underground railway by local energy generation
|
Gao, Mingyuan
|
|
2017
|
|
4 |
p. 210-219
|
artikel
|
| 39 |
Smart system for safe and optimal soil investigation in urban areas
|
Alqadad, Ahmad
|
|
2017
|
|
4 |
p. 220-226
|
artikel
|
| 40 |
Soft computing approach for prediction of surface settlement induced by earth pressure balance shield tunneling
|
Zhang, W.G.
|
|
|
|
4 |
p. 353-363
|
artikel
|
| 41 |
Soil conditioning tests of clay for EPB tunnelling
|
Todaro, C.
|
|
|
|
4 |
p. 483-497
|
artikel
|
| 42 |
Special issue Smart Underground Space
|
Shahrour, Isam
|
|
2017
|
|
4 |
p. 209
|
artikel
|
| 43 |
Stability analysis of underground mine hard rock pillars via combination of finite difference methods, neural networks, and Monte Carlo simulation techniques
|
Li, Chuanqi
|
|
|
|
4 |
p. 379-395
|
artikel
|
| 44 |
Stability analysis on tunnels with karst caves using the distinct lattice spring model
|
Ma, Jianjun
|
|
|
|
4 |
p. 469-481
|
artikel
|
| 45 |
Stabilizing soft clay using geo-foam beads and cement bypass dust
|
Badrawi, Essam Farouk
|
|
|
|
4 |
p. 292-297
|
artikel
|
| 46 |
Support elements in conventional tunneling – Focus on long-term behavior
|
Galler, Robert
|
|
2018
|
|
4 |
p. 277-287
|
artikel
|
| 47 |
Three-dimensional numerical analysis of the interaction of two crossing tunnels in soft clay
|
Jin, Yin-Fu
|
|
2019
|
|
4 |
p. 310-327
|
artikel
|
| 48 |
Three-dimensional theoretical analysis of seepage field in front of shield tunnel face
|
Di, Qiguang
|
|
|
|
4 |
p. 528-542
|
artikel
|
| 49 |
Tunnels in squeezing clay-rich rocks
|
Arora, Ketan
|
|
|
|
4 |
p. 432-445
|
artikel
|
| 50 |
Undrained stability of active trapdoors in two-layered clays
|
Keawsawasvong, Suraparb
|
|
|
|
4 |
p. 446-454
|
artikel
|
| 51 |
Upper bound of tunnel face stability using asymmetric yielding
|
Elkayam, Itai
|
|
2018
|
|
4 |
p. 288-296
|
artikel
|
| 52 |
Visualization and digitization of model tunnel deformation via transparent soil testing technique
|
Zhang, Wengang
|
|
|
|
4 |
p. 564-576
|
artikel
|
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