nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A coupled elastoplastic and visco-plastic damage model for hard clay and its application for the underground gallery excavation
|
Bian, Hanbing |
|
2017 |
|
1 |
p. 60-72 |
artikel |
2 |
A holistic approach for the investigation of lining response to mechanized tunneling induced construction loadings
|
Gall, Vojtech Ernst |
|
2018 |
|
1 |
p. 45-60 |
artikel |
3 |
Application of a finite element method to stress distribution in buried patch repaired polyethylene gas pipes
|
Khademi-Zahedi, R. |
|
2019 |
|
1 |
p. 48-58 |
artikel |
4 |
Application of systems engineering for development of multifunctional metro systems: Case study on the fifth metro line of the Lyon metro, France
|
Ziv, Nicolas |
|
|
|
1 |
p. 24-34 |
artikel |
5 |
Application of the finite element method for evaluating the stress distribution in buried damaged polyethylene gas pipes
|
Khademi-Zahedi, R. |
|
2019 |
|
1 |
p. 59-71 |
artikel |
6 |
A review of CPT based axial pile design in the Netherlands
|
Gavin, Kenneth |
|
|
|
1 |
p. 85-99 |
artikel |
7 |
Comprehensive evaluation of machine learning algorithms applied to TBM performance prediction
|
Yang, Jie |
|
|
|
1 |
p. 37-49 |
artikel |
8 |
Comprehensive safety evaluation method of surrounding rock during underground cavern construction
|
Ren, Qingwen |
|
|
|
1 |
p. 46-61 |
artikel |
9 |
Construction strategies for a NATM tunnel in São Paulo, Brazil, in residual soil
|
Vitali, Osvaldo P.M. |
|
|
|
1 |
p. 1-18 |
artikel |
10 |
Design equation for stability of a circular tunnel in anisotropic and heterogeneous clay
|
Keawsawasvong, Suraparb |
|
|
|
1 |
p. 76-93 |
artikel |
11 |
Development of a 3D modeling algorithm for tunnel deformation monitoring based on terrestrial laser scanning
|
Xie, Xiongyao |
|
2017 |
|
1 |
p. 16-29 |
artikel |
12 |
Developments and research directions in pipe jacking and microtunneling
|
Sterling, Raymond L. |
|
|
|
1 |
p. 1-19 |
artikel |
13 |
Early construction cost and time risk assessment and evaluation of large-scale underground cavern construction projects in Singapore
|
Maruvanchery, Varun |
|
|
|
1 |
p. 53-70 |
artikel |
14 |
Effect of defects and remediation measures on the internal forces caused by a local thickness reduction in the tunnel lining
|
Lu, Ping |
|
|
|
1 |
p. 94-105 |
artikel |
15 |
Effect of surface loading on the hydro-mechanical response of a tunnel in saturated ground
|
Prassetyo, Simon Heru |
|
2016 |
|
1 |
p. 1-19 19 p. |
artikel |
16 |
Effects of soil spatial variability on structural reliability assessment in excavations
|
Luo, Zhe |
|
|
|
1 |
p. 71-83 |
artikel |
17 |
Environmentally sustainable groundwater control during dewatering with barriers: A case study in Shanghai
|
Xie, Zhi-Fei |
|
|
|
1 |
p. 12-23 |
artikel |
18 |
Evaluation of rock mass deformability using empirical methods – A review
|
Zhang, Lianyang |
|
2017 |
|
1 |
p. 1-15 |
artikel |
19 |
Evaluation of the propensity of strain burst in brittle granite based on post-peak energy analysis
|
Akdag, Selahattin |
|
|
|
1 |
p. 1-11 |
artikel |
20 |
Experimental study of sand grains behavior at their contacts with force- and displacement-controlled sliding tests
|
Senetakis, K. |
|
2017 |
|
1 |
p. 38-44 |
artikel |
21 |
Finding patterns in subsurface using Bayesian machine learning approach
|
Wang, Hui |
|
|
|
1 |
p. 84-92 |
artikel |
22 |
From advance exploration to real time steering of TBMs: A review on pertinent research in the Collaborative Research Center “Interaction Modeling in Mechanized Tunneling”
|
Meschke, G. |
|
2018 |
|
1 |
p. 1-20 |
artikel |
23 |
Ground settlement during tunneling in groundwater drawdown environment – Influencing factors
|
Yoo, Chungsik |
|
2016 |
|
1 |
p. 20-29 10 p. |
artikel |
24 |
Groundwater-related aspects during the development of deep excavations below the water table: A short review
|
Pujades, Estanislao |
|
|
|
1 |
p. 35-45 |
artikel |
25 |
How to model the contractive behavior of soil in a heating test
|
Zhang, Feng |
|
2016 |
|
1 |
p. 30-43 14 p. |
artikel |
26 |
Hypoplastic particle finite element model for cutting tool-soil interaction simulations: Numerical analysis and experimental validation
|
Leon Bal, Abdiel Ramon |
|
2018 |
|
1 |
p. 61-71 |
artikel |
27 |
Imaging disturbance zones ahead of a tunnel by elastic full-waveform inversion: Adjoint gradient based inversion vs. parameter space reduction using a level-set method
|
Lamert, Andre |
|
2018 |
|
1 |
p. 21-33 |
artikel |
28 |
Influence of soil saturation on the free field response of liquefiable soils
|
Bian, Hanbing |
|
2017 |
|
1 |
p. 30-37 |
artikel |
29 |
Investigation of the overconsolidation and structural behavior of Shanghai clays by element testing and constitutive modeling
|
Ye, Guan-lin |
|
2016 |
|
1 |
p. 62-77 16 p. |
artikel |
30 |
Laboratory study of fluid properties owing to cutting intrusions during horizontal directional drilling
|
Sun, Pinghe |
|
|
|
1 |
p. 20-29 |
artikel |
31 |
Micromechanical study of loading rate effects between a hole and a crack
|
Zhou, Shuai |
|
2019 |
|
1 |
p. 22-30 |
artikel |
32 |
Novel pipe-roof method for a super shallow buried and large-span metro underground station
|
Lu, Bo |
|
|
|
1 |
p. 134-150 |
artikel |
33 |
Numerical analysis of straight and curved underground pipeline performance after rehabilitation by cured-in-place method
|
Shou, K.J. |
|
|
|
1 |
p. 30-42 |
artikel |
34 |
Numerical analysis on zone-divided deep excavation in soft clays using a new small strain elasto–plastic constitutive model
|
Tanoli, Afnan Younis |
|
|
|
1 |
p. 19-36 |
artikel |
35 |
Numerical investigations on the seismic response of a subway tunnel embedded in spatially random clays
|
Zhang, Lei |
|
|
|
1 |
p. 43-52 |
artikel |
36 |
Numerical model for prediction of corrosion of steel reinforcements in reinforced concrete structures
|
Ouzaa, Kheira |
|
2019 |
|
1 |
p. 72-77 |
artikel |
37 |
Numerical modeling of high velocity impact applied to reinforced concrete panel
|
Oucif, Chahmi |
|
2019 |
|
1 |
p. 1-9 |
artikel |
38 |
Numerical study on transverse deformation characteristics of shield tunnel subject to local soil loosening
|
Su, Dong |
|
|
|
1 |
p. 106-121 |
artikel |
39 |
Optimal measurement design for parameter identification in mechanized tunneling
|
Hölter, Raoul |
|
2018 |
|
1 |
p. 34-44 |
artikel |
40 |
Performance of overlapped shield tunneling through an integrated physical model tests, numerical simulations and real-time field monitoring
|
Yang, Junlong |
|
2017 |
|
1 |
p. 45-59 |
artikel |
41 |
Phase-field modeling of fracture for quasi-brittle materials
|
Ulloa, Jacinto |
|
2019 |
|
1 |
p. 10-21 |
artikel |
42 |
Prediction meta-models for the responses of a circular tunnel during earthquakes
|
Nariman, Nazim Abdul |
|
2019 |
|
1 |
p. 31-47 |
artikel |
43 |
Prediction of lining response for twin tunnels constructed in anisotropic clay using machine learning techniques
|
Zhang, Wengang |
|
|
|
1 |
p. 122-133 |
artikel |
44 |
Relationship between rock macro- and micro-properties and wellbore breakout type
|
Rahmati, Hossein |
|
|
|
1 |
p. 62-75 |
artikel |
45 |
Robustness evaluation of cutting tool maintenance planning for soft ground tunneling projects
|
Conrads, Alena |
|
2018 |
|
1 |
p. 72-85 |
artikel |
46 |
Stability of active trapdoors in axisymmetry
|
Keawsawasvong, Suraparb |
|
|
|
1 |
p. 50-57 |
artikel |
47 |
Surface settlements induced by twin tunneling in silty sand
|
Kannangara, K.K. Pabodha M. |
|
|
|
1 |
p. 58-75 |
artikel |
48 |
Thermomechanical properties of an energy micro pile-raft foundation in silty clay
|
Kong, Gang-qiang |
|
|
|
1 |
p. 76-84 |
artikel |
49 |
Transient electromagnetic detection method in water-sealed underground storage caverns
|
Lin, Fang |
|
2016 |
|
1 |
p. 44-61 18 p. |
artikel |