| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A bio-chemo-hydro-mechanical model of transport, strength and deformation for bio-cementation applications
|
Bosch, Jose A.
|
|
|
19 |
5 |
p. 2805-2821
|
artikel
|
| 2 |
Acid-assisted subcritical blunt-tip crack propagation in carbonate rocks
|
Tang, XiaoJie
|
|
|
19 |
5 |
p. 3095-3113
|
artikel
|
| 3 |
A critical state-based thermo-elasto-viscoplastic constitutive model for thermal creep deformation of frozen soils
|
Amini, Dana
|
|
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19 |
5 |
p. 2955-2973
|
artikel
|
| 4 |
A generalized early warning criterion for the landslide risk assessment: deformation probability index (DPI)
|
Zhang, Junrong
|
|
|
19 |
5 |
p. 2607-2627
|
artikel
|
| 5 |
A hybrid Eulerian–Lagrangian approach for non-self-similar expansion analysis of a cylindrical cavity in saturated and unsaturated critical state soils
|
Yang, He
|
|
|
19 |
5 |
p. 2361-2380
|
artikel
|
| 6 |
Analysis and prediction of the river levee settlement derived from shield tunneling considering the excavation face stability
|
Li, Xin
|
|
|
19 |
5 |
p. 3161-3184
|
artikel
|
| 7 |
An improved mechanism for partial blowout instability of tunnel face in large slurry shield-driven tunnels
|
Liu, Wei
|
|
|
19 |
5 |
p. 3021-3038
|
artikel
|
| 8 |
A non-orthogonal fractional plastic damage constitutive model for porous rock-like materials considering porosity evolution
|
Cui, Xiaoyan
|
|
|
19 |
5 |
p. 3185-3198
|
artikel
|
| 9 |
Approach to determining the unsaturated hydraulic conductivity of GMZ bentonite using the NMR technique
|
Chen, Bao
|
|
|
19 |
5 |
p. 2873-2888
|
artikel
|
| 10 |
Arching development above active trapdoor: insight from multi-scale analysis using FEM–SPH
|
Xiong, Hao
|
|
|
19 |
5 |
p. 2419-2443
|
artikel
|
| 11 |
A rigorous analytical approach to predicting the load–settlement behavior of axially loaded piles embedded in sands incorporating the SANISAND model
|
Pang, Li
|
|
|
19 |
5 |
p. 2823-2840
|
artikel
|
| 12 |
Comparison of MgO-GGBS, CaO-GGBS, and cement for construction of two-phase TRD cut-off walls in sand: workability, strength, and permeability
|
Cheng, Hongzhan
|
|
|
19 |
5 |
p. 2533-2544
|
artikel
|
| 13 |
Correction to: Cyclic stress–dilatancy relations and plastic flow potentials for soils based on hypothesis of complementarity of stress–dilatancy conjugates
|
Tsegaye, Anteneh Biru
|
|
|
19 |
5 |
p. 3279-3282
|
artikel
|
| 14 |
Effect of freeze–thaw–vacuum pretreatment modes on the performance of sludge reduction
|
Wu, Yajun
|
|
|
19 |
5 |
p. 2935-2953
|
artikel
|
| 15 |
Effect of particle morphology on stress and strain characteristics of granular materials during triaxial compression
|
Li, Yang
|
|
|
19 |
5 |
p. 2753-2773
|
artikel
|
| 16 |
Effects of compaction state on structural strength of a clayey soil as determined by micropenetrometer tests
|
Cheng, Qing
|
|
|
19 |
5 |
p. 2907-2918
|
artikel
|
| 17 |
Effects of intermediate principal stress on the granular material behavior under partial drainage conditions
|
Wu, Qixin
|
|
|
19 |
5 |
p. 2629-2648
|
artikel
|
| 18 |
Effects of seismic amplification on the 3D stability of fill slopes in V-shaped valleys
|
Zhang, Fei
|
|
|
19 |
5 |
p. 3241-3255
|
artikel
|
| 19 |
Efficient numerical-simulation-based slope reliability analysis considering spatial variability
|
Chen, Longlong
|
|
|
19 |
5 |
p. 2691-2713
|
artikel
|
| 20 |
Experimental analysis of a staged vacuum preloading method with PHD-PVD for waste slurry treatment
|
Liu, Fei-yu
|
|
|
19 |
5 |
p. 2487-2497
|
artikel
|
| 21 |
Experimental characterization of SDOF-embedded foundation systems with asymmetric interface condition
|
Arabpanahan, Mohammad
|
|
|
19 |
5 |
p. 2669-2690
|
artikel
|
| 22 |
Experimental investigation into the effects of tamper weight and drop distance on dynamic soil compaction
|
Li, Xi
|
|
|
19 |
5 |
p. 2563-2578
|
artikel
|
| 23 |
Experimental investigations of lateral earth pressures behind rigid retaining walls under different displacement modes
|
Rui, Rui
|
|
|
19 |
5 |
p. 2545-2562
|
artikel
|
| 24 |
Experimental observations on the creep behaviour of frozen soil
|
Staszewska, Katarzyna
|
|
|
19 |
5 |
p. 2445-2466
|
artikel
|
| 25 |
Experimental study of stress direction dependence of sand under biaxial rotation of principal stress
|
Liu, Chao
|
|
|
19 |
5 |
p. 2919-2933
|
artikel
|
| 26 |
Frequency-shifted photonic Doppler velocimetry (PDV) for measuring deceleration of projectiles in soils
|
Mercurio, S.
|
|
|
19 |
5 |
p. 2467-2485
|
artikel
|
| 27 |
Fully assessing foundation failure envelopes under combined loads in spatially variable clay
|
Fan, Shuntao
|
|
|
19 |
5 |
p. 3039-3057
|
artikel
|
| 28 |
In situ investigation on pore-water pressure response during vibratory pile driving with high frequency
|
Zhan, Jingyuan
|
|
|
19 |
5 |
p. 2649-2668
|
artikel
|
| 29 |
Installation behavior of an underwater rammed stone column in clay
|
Wang, Xin
|
|
|
19 |
5 |
p. 3213-3228
|
artikel
|
| 30 |
Investigation into the shear strength of a weakly expansive soil over a wide suction range
|
Niu, Geng
|
|
|
19 |
5 |
p. 3059-3073
|
artikel
|
| 31 |
Investigation on the long-term performance of model monopile jacked in structured clays
|
Zhou, Pan
|
|
|
19 |
5 |
p. 2993-3019
|
artikel
|
| 32 |
Load transfer mechanism of geotextile-reinforced sand layer over semirigid column-improved soft soil
|
Wu, Pei-Chen
|
|
|
19 |
5 |
p. 2855-2871
|
artikel
|
| 33 |
Macroscopic definition of Bishop’s χ function in double porosity soils
|
Navarro, Vicente
|
|
|
19 |
5 |
p. 3273-3277
|
artikel
|
| 34 |
Micromechanical interpretation of the deformation behavior of inherently anisotropic sand under traffic loading
|
Wang, Jipeng
|
|
|
19 |
5 |
p. 2975-2991
|
artikel
|
| 35 |
Model test of excavation and double primary support time for soft rock tunnel considering creep characteristics
|
Kou, Hao
|
|
|
19 |
5 |
p. 2775-2803
|
artikel
|
| 36 |
New crushing criterion invariant to the coordination number effect in discrete element modelling
|
Gong, Jian
|
|
|
19 |
5 |
p. 3257-3272
|
artikel
|
| 37 |
Numerical investigation of gas migration behaviour in saturated bentonite with consideration of temperature
|
Cui, Lin-Yong
|
|
|
19 |
5 |
p. 2381-2393
|
artikel
|
| 38 |
Numerical investigation of the instability of dry granular bed induced by water leakage
|
Nguyen, Nhu H. T.
|
|
|
19 |
5 |
p. 3229-3239
|
artikel
|
| 39 |
Numerical modeling of free-falling spherical penetrometer–clay–water interactions
|
Gu, Yaotian
|
|
|
19 |
5 |
p. 2395-2418
|
artikel
|
| 40 |
On strain localization of aeolian sand in true triaxial apparatus
|
Li, Xuefeng
|
|
|
19 |
5 |
p. 3115-3128
|
artikel
|
| 41 |
Physico-mechanical characterization of Higher Himalayan granite under the thermal treatments of different heating–cooling conditions
|
Ram, Bikash Kumar
|
|
|
19 |
5 |
p. 2841-2854
|
artikel
|
| 42 |
Relationships between performances of a button cutter and a disc cutter based on full-scale linear cutting tests
|
Copur, Hanifi
|
|
|
19 |
5 |
p. 2731-2752
|
artikel
|
| 43 |
Role of iron oxide content on mechanical properties of granite residual soil in full suction range
|
Zhang, Yu
|
|
|
19 |
5 |
p. 3199-3211
|
artikel
|
| 44 |
Shear behaviors and peak friction angle predictions of three critical geomembrane–soil interfaces
|
Feng, Yanfang
|
|
|
19 |
5 |
p. 3139-3160
|
artikel
|
| 45 |
Stability analysis and optimization of concrete column-supported embankments in soft soil
|
Xia, Boyang
|
|
|
19 |
5 |
p. 2515-2531
|
artikel
|
| 46 |
Structure feature and compressive crushing behavior of lightweight clay aggregate particle: experiments and numerical simulations
|
Shen, Zhifu
|
|
|
19 |
5 |
p. 2579-2605
|
artikel
|
| 47 |
System reliability analysis of joint rock slopes with the stepped sliding surface considering hydraulic and seismic actions
|
Li, Dejian
|
|
|
19 |
5 |
p. 2889-2905
|
artikel
|
| 48 |
The deformation coordination-dominated design of yielding supports applied in large deformation tunnels
|
Wu, Kui
|
|
|
19 |
5 |
p. 2499-2513
|
artikel
|
| 49 |
Time-dependent failure characteristics of natural jointed granite of deep tunnel under different dip angles conditions
|
Jiang, Mengfei
|
|
|
19 |
5 |
p. 3075-3093
|
artikel
|
| 50 |
Treating sulfate-bearing soil by using sodium silicate and NaOH-activated ground granulated blast-furnace slag
|
Li, Wentao
|
|
|
19 |
5 |
p. 3129-3138
|
artikel
|
| 51 |
Volumetric behaviour of soil mixed with phase change materials
|
Ng, Charles Wang Wai
|
|
|
19 |
5 |
p. 2715-2730
|
artikel
|
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