| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Bayesian ensemble methods for predicting ground deformation due to tunnelling with sparse monitoring data
|
Zhang, Zilong
|
|
|
16 |
C |
p. 79-93
|
artikel
|
| 2 |
BIM-based framework of automatic tunnel segment assembly and deviation control
|
Gong, Jian
|
|
|
16 |
C |
p. 59-78
|
artikel
|
| 3 |
Characterization of geological uncertainties from limited boreholes using copula-based coupled Markov chains for underground construction
|
Wang, Fan
|
|
|
16 |
C |
p. 94-105
|
artikel
|
| 4 |
Deformation characteristics of ultra-deep circular shaft in soft soil: A case study
|
Qiao, Yafei
|
|
|
16 |
C |
p. 239-260
|
artikel
|
| 5 |
Dynamic collapse characteristics of the tunnel face induced by the shutdown of earth pressure balance shields (EPB): A 3D material point method study
|
Wang, Shuying
|
|
|
16 |
C |
p. 164-182
|
artikel
|
| 6 |
Dynamic prediction of over-excavation gap due to posture adjustment of shield machine in soft soil
|
Yang, Wenyu
|
|
|
16 |
C |
p. 44-58
|
artikel
|
| 7 |
Effect of local openings on bearing behavior and failure mechanism of shield tunnel segments
|
Gao, Xiaojing
|
|
|
16 |
C |
p. 183-205
|
artikel
|
| 8 |
Evaluation on the state of sand filling layer and the influence on segment deformation of immersed tunnels
|
Xu, Ziyao
|
|
|
16 |
C |
p. 224-238
|
artikel
|
| 9 |
Experimental study on out-of-plane seismic performance of precast composite sidewalls of utility tunnel with grouting-sleeve joints
|
Zhong, Zilan
|
|
|
16 |
C |
p. 1-17
|
artikel
|
| 10 |
Investigation of the failure mechanism and theoretical model of bolt-reinforced shallow tunnel faces with different bolt lengths
|
Zhang, Xiao
|
|
|
16 |
C |
p. 126-142
|
artikel
|
| 11 |
Multiscale method for identifying and marking the multiform fractures from visible-light rock-mass images
|
Pan, Yongbo
|
|
|
16 |
C |
p. 279-300
|
artikel
|
| 12 |
Numerical and theoretical analysis on soil arching effect of prefabricated piles as deep foundation pit supports
|
Xu, Qianwei
|
|
|
16 |
C |
p. 314-330
|
artikel
|
| 13 |
Performance comparison of machine learning algorithms for maximum displacement prediction in soldier pile wall excavation
|
Sheini Dashtgoli, Danial
|
|
|
16 |
C |
p. 301-313
|
artikel
|
| 14 |
Prediction of surface settlement caused by synchronous grouting during shield tunneling in coarse-grained soils: A combined FEM and machine learning approach
|
Liu, Chao
|
|
|
16 |
C |
p. 206-223
|
artikel
|
| 15 |
Self-initiated static-dynamic state transition behavior and triggering mechanism of strain rockburst using three-dimensional discrete element method
|
Qian, Yuan
|
|
|
16 |
C |
p. 143-163
|
artikel
|
| 16 |
Theoretical prediction of ground settlements due to shield tunneling in multi-layered soils considering process parameters
|
Cao, Liqiang
|
|
|
16 |
C |
p. 29-43
|
artikel
|
| 17 |
Three-dimensional hydro-mechanical coupling numerical simulation of shield-driven cross-river twin tunnels: A case study
|
Wang, Chengwen
|
|
|
16 |
C |
p. 106-125
|
artikel
|
| 18 |
Tracking of horizontal alignment of the long and large diameter uncharged hole in NATM tunnel
|
Kim, Min-Seong
|
|
|
16 |
C |
p. 18-28
|
artikel
|
| 19 |
Use of GIS and BIM for the integration of tunnel design and construction process in conventional tunneling
|
Hedayatzadeh, Mansour
|
|
|
16 |
C |
p. 261-278
|
artikel
|
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