| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A case study of seismic forward prospecting based on the tunnel seismic while drilling and active seismic methods
|
Xu, Xinji
|
|
|
80 |
5 |
p. 3553-3567
|
artikel
|
| 2 |
A microstructural investigation on hydraulic conductivity of soft clay
|
Wang, Hailin
|
|
|
80 |
5 |
p. 4067-4078
|
artikel
|
| 3 |
Analysis of earth pressure distribution on deep circular shafts in composite geological strata using centrifuge modelling
|
Ma, Xianfeng
|
|
|
80 |
5 |
p. 4089-4096
|
artikel
|
| 4 |
Analysis of loess fracture on slope stability based on centrifugal model tests
|
Cheng, Yuxiang
|
|
|
80 |
5 |
p. 3647-3657
|
artikel
|
| 5 |
An artificial intelligence-based approach to predicting seismic hillslope stability under extreme rainfall events in the vicinity of Wolsong nuclear power plant, South Korea
|
Pradhan, Ananta Man Singh
|
|
|
80 |
5 |
p. 3629-3646
|
artikel
|
| 6 |
A new method of assessing the stability of anti-dip bedding rock slopes subjected to earthquake
|
Zheng, Yun
|
|
|
80 |
5 |
p. 3693-3710
|
artikel
|
| 7 |
A new method to prevent seepage erosion of loess slope toe using the combination of filter pipe and siphon drainage
|
Chen, Zhongxuan
|
|
|
80 |
5 |
p. 4171-4190
|
artikel
|
| 8 |
An experimental investigation on the poroelastic response of a water-saturated limestone to hydrostatic compression
|
Ahmadinejad, Arshia
|
|
|
80 |
5 |
p. 3817-3832
|
artikel
|
| 9 |
Application of two-level design method on subway tunnel crossing active fault: a case study on Urumqi subway tunnel intersected by reverse fault dislocation
|
An, S.
|
|
|
80 |
5 |
p. 3871-3884
|
artikel
|
| 10 |
A sustainable landfill liner material: clay-fly ash geopolymers
|
Khaksar Najafi, Elmira
|
|
|
80 |
5 |
p. 4111-4124
|
artikel
|
| 11 |
Bridging the gap between engineering properties and grouting reinforcement mechanisms for loess in eastern China: taking Jinan loess as an example
|
An, Qiyi
|
|
|
80 |
5 |
p. 4125-4141
|
artikel
|
| 12 |
Comparison of the classical and fracture mechanics approaches to determine in situ stress/hydrofracturing method
|
Mohamadi, Amir
|
|
|
80 |
5 |
p. 3833-3851
|
artikel
|
| 13 |
Cone penetration tests in dry and saturated Ticino sand
|
Kluger, Max O.
|
|
|
80 |
5 |
p. 4079-4088
|
artikel
|
| 14 |
Correction to: A new method to prevent seepage erosion of loess slope toe using the combination of filter pipe and siphon drainage
|
Chen, Zhongxuan
|
|
|
80 |
5 |
p. 4191
|
artikel
|
| 15 |
Correction to: Assessment of pick wear based on the field performance of two transverse type roadheaders: a case study from Amasra coalfield
|
Su, Okan
|
|
|
80 |
5 |
p. 4193
|
artikel
|
| 16 |
Correction to: Shear properties and pore structure characteristics of soil–rock mixture under freeze–thaw cycles
|
Tang, Liyun
|
|
|
80 |
5 |
p. 4195
|
artikel
|
| 17 |
Determination method of water gushing runoff zones in the open pit mining area
|
Li, Haiyan
|
|
|
80 |
5 |
p. 3953-3971
|
artikel
|
| 18 |
Direct and reversal shear behaviors of three kinds of slip zone soil in the Northwest of China
|
Chen, Wenwu
|
|
|
80 |
5 |
p. 3939-3952
|
artikel
|
| 19 |
Discrete element modelling and scenario prediction of failure, movement and energy dissipation of a potential landslide under a seismic loading
|
Zhao, Zhou
|
|
|
80 |
5 |
p. 3767-3782
|
artikel
|
| 20 |
Effect of phytoremediation on the shear strength characteristics of silty clayey sand
|
Karimi, Amir Hossein
|
|
|
80 |
5 |
p. 3903-3922
|
artikel
|
| 21 |
Effect of the number of coplanar rock bridges on the shear strength and stability of slopes with the same discontinuity persistence
|
Tang, Peng
|
|
|
80 |
5 |
p. 3675-3691
|
artikel
|
| 22 |
Effect of weakening of sliding zone soils in hydro-fluctuation belt on long-term reliability of reservoir landslides
|
Liao, Kang
|
|
|
80 |
5 |
p. 3801-3815
|
artikel
|
| 23 |
Effects of acidity and magnesium ions on the self-weight consolidation settlement of Tianjin dredged fill
|
Lei, Huayang
|
|
|
80 |
5 |
p. 4035-4047
|
artikel
|
| 24 |
Estimation of the appropriate sampling interval for rock joints roughness using laser scanning
|
Ge, Yunfeng
|
|
|
80 |
5 |
p. 3569-3588
|
artikel
|
| 25 |
Failure mechanism of gently inclined shallow landslides along the soil-bedrock interface on ring shear tests
|
Xu, Qiang
|
|
|
80 |
5 |
p. 3733-3746
|
artikel
|
| 26 |
Hydraulic classification and sedimentation behaviors of iron tailings
|
Shao, Longtan
|
|
|
80 |
5 |
p. 3989-4000
|
artikel
|
| 27 |
Influence of acid rain on slope instability mechanism—a case study in Sichuan provincial highway, China
|
Xiao, Dian
|
|
|
80 |
5 |
p. 3659-3673
|
artikel
|
| 28 |
Introducing an empirical model for prediction of disc cutter life for TBM application in jointed rocks: case study, Kerman water conveyance tunnel
|
Karami, Morteza
|
|
|
80 |
5 |
p. 3853-3870
|
artikel
|
| 29 |
Microseismicity-based method for the dynamic estimation of the potential rockburst scale during tunnel excavation
|
Liu, Guo-Feng
|
|
|
80 |
5 |
p. 3605-3628
|
artikel
|
| 30 |
Numerical study of single helical piles and helical pile groups under compressive loading in cohesive and cohesionless soils
|
Nowkandeh, Mohammadreza Jahanshahi
|
|
|
80 |
5 |
p. 4001-4023
|
artikel
|
| 31 |
One-dimensional compression feature and particle crushability behavior of dry calcareous sand considering fine-grained soil content and relative compaction
|
Li, Xue
|
|
|
80 |
5 |
p. 4049-4065
|
artikel
|
| 32 |
Pile reinforcement behavior and mechanism in a soil slope under drawdown conditions
|
Liu, Sujia
|
|
|
80 |
5 |
p. 4097-4109
|
artikel
|
| 33 |
Prediction of landslide displacement with step-like curve using variational mode decomposition and periodic neural network
|
Liu, Qi
|
|
|
80 |
5 |
p. 3783-3799
|
artikel
|
| 34 |
Rapid determination of soil unconfined compressive strength using reflectance spectroscopy
|
Mousavi, Fatemeh
|
|
|
80 |
5 |
p. 3923-3938
|
artikel
|
| 35 |
Real-time rock strength determination based on rock drillability index and drilling specific energy: an experimental study
|
Yu, Bosong
|
|
|
80 |
5 |
p. 3589-3603
|
artikel
|
| 36 |
Rockburst prediction for hard rock and deep-lying long tunnels based on the entropy weight ideal point method and geostress field inversion: a case study of the Sangzhuling Tunnel
|
Zhou, Hang
|
|
|
80 |
5 |
p. 3885-3902
|
artikel
|
| 37 |
Sandbox modelling of interactions of landslide deposits with terrace sediments aided by field observation
|
Cheng, Wen-Chieh
|
|
|
80 |
5 |
p. 3711-3731
|
artikel
|
| 38 |
Shear strength and microstructure of silty clay subjected to CaSO4 solution and stability effect on a gypsum dump
|
Wei, Tao
|
|
|
80 |
5 |
p. 4143-4157
|
artikel
|
| 39 |
Spatial patterns, controlling factors, and characteristics of landslides triggered by strike-slip faulting earthquakes: case study of Lefkada island, Greece
|
Papathanassiou, George
|
|
|
80 |
5 |
p. 3747-3765
|
artikel
|
| 40 |
Stabilization of expansive soils using ionic stabilizer
|
Arefin, Sharif
|
|
|
80 |
5 |
p. 4025-4033
|
artikel
|
| 41 |
Study on elevation effect of blast wave propagation in high side wall of deep underground powerhouse
|
Zhang, Congrui
|
|
|
80 |
5 |
p. 3973-3987
|
artikel
|
| 42 |
Study on the influence of the fault dip angle on the stress evolution and slip risk of normal faults in mining
|
Li, Zhaolong
|
|
|
80 |
5 |
p. 3537-3551
|
artikel
|
| 43 |
The effect of polyvinyl alcohol solution with a high degree of alcoholysis on the expansion and cracking behaviour of quicklime-treated soil in earthen sites
|
Zhang, Qiyong
|
|
|
80 |
5 |
p. 4159-4170
|
artikel
|
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