nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Advanced stability analysis method for the tunnel face in jointed rock mass based on DFN-DEM
|
Fan, Hongyun |
|
|
13 |
C |
p. 136-149 |
artikel |
2 |
Analytical solutions of ground settlement induced by yaw in a space curved shield tunnel
|
Xie, Jiannan |
|
|
13 |
C |
p. 86-103 |
artikel |
3 |
Attention-based LSTM predictive model for the attitude and position of shield machine in tunneling
|
Kang, Qing |
|
|
13 |
C |
p. 335-350 |
artikel |
4 |
Combined prediction of rockburst based on multiple factors and stacking ensemble algorithm
|
Luo, Hu |
|
|
13 |
C |
p. 241-261 |
artikel |
5 |
Determination of groundwater buoyancy reduction coefficient in clay: Model tests, numerical simulations and machine learning methods
|
Sun, Weixin |
|
|
13 |
C |
p. 228-240 |
artikel |
6 |
Effect of ventilation on thermal and humidity environment of the underground utility tunnel in the plum rain season in southern China: Field measurement and CFD simulation
|
Ma, Huixin |
|
|
13 |
C |
p. 301-315 |
artikel |
7 |
Evaluation of fault stability and seismic potential for Hutubi underground gas storage due to seasonal injection and extraction
|
Liu, Cexuan |
|
|
13 |
C |
p. 74-85 |
artikel |
8 |
Experimental study on cyclic deformation properties of saturated Fujian sand at different loading frequencies
|
Yue, Chong |
|
|
13 |
C |
p. 150-165 |
artikel |
9 |
Face stability analysis of a shield tunnel excavated along inclined strata
|
Li, Wei |
|
|
13 |
C |
p. 183-204 |
artikel |
10 |
Integrating the effect of abutments in estimating the average vertical stress of elastic hard rock pillars by combining numerical modelling and artificial neural networks
|
Dzimunya, Nevaid |
|
|
13 |
C |
p. 121-135 |
artikel |
11 |
Model test and numerical simulation of a new prefabricated double-row piles retaining system in silty clay ground
|
Wang, Ruisong |
|
|
13 |
C |
p. 262-280 |
artikel |
12 |
Novel numerical model to simulate water seepage through segmental gasketed joints of underwater shield tunnels considering the superimposed seepage squeezing effect
|
Yan, Qixiang |
|
|
13 |
C |
p. 104-120 |
artikel |
13 |
Numerical modeling of the failure process of the heterogeneous karst rock mass using the DDA–SPH method
|
Gao, Jingyao |
|
|
13 |
C |
p. 1-22 |
artikel |
14 |
Optimization of pipe circuits in energy tunnels
|
He, Jie |
|
|
13 |
C |
p. 166-182 |
artikel |
15 |
Reliability assessment of deep excavations in spatially random cohesion weakening friction strengthening massive rocks: Application to nuclear repositories
|
Kumar, Akshay |
|
|
13 |
C |
p. 48-73 |
artikel |
16 |
Review of analytical methods for stress and deformation analysis of buried water pipes considering pipe-soil interaction
|
Huo, Yingxu |
|
|
13 |
C |
p. 205-227 |
artikel |
17 |
Risks analysis of large diameter slurry shield tunneling in urban area
|
Zeng, Yi |
|
|
13 |
C |
p. 281-300 |
artikel |
18 |
Shear behaviour of anchored jointed rock mass under different engineering conditions considering damage and joint surface morphology
|
Zhao, Zenghui |
|
|
13 |
C |
p. 316-334 |
artikel |
19 |
Synchronous shield tunnelling technology combining advancement and segment fabrication: Principle, verification and application
|
Zhu, Yeting |
|
|
13 |
C |
p. 23-47 |
artikel |