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                             37 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 Aerosol injection in soft soils: permeability enhancement by fractures Wu, Hui-ming

19 11 p. 7699-7708
artikel
2 Analysis of the effect of breakable particle corners on uplift pile–soil interaction behaviors in calcareous sand Peng, Yu

19 11 p. 7307-7328
artikel
3 Analysis of thixotropy of cement grout based on a virtual bond model Zang, Haizhi

19 11 p. 7427-7450
artikel
4 Anisotropic microscale failure mechanism of shale Deng, Lei

19 11 p. 7451-7471
artikel
5 Control of urease activity in enzyme-induced carbonate precipitation method for soil improvement at high temperatures Sun, Xiaohao

19 11 p. 7495-7515
artikel
6 Coupled influence of geosynthetic reinforcement and column configuration on failure dynamics in deep mixed columns under embankment loading Zheng, Gang

19 11 p. 7663-7676
artikel
7 DEM investigation on flow instability of particulate assemblies under coupling between volumetric and axial strains Salimi, M.

19 11 p. 7261-7286
artikel
8 Discussion of “A 3D image-based method to measure soil stiffness in triaxial tests” by Wang et al. 2024 (DOI: /10.1007/s11440-023-01977-3) Li, Lin

19 11 p. 7759-7761
artikel
9 Dynamic effects in soil water retention curves: an experimental exploration by full-scale soil column tests using spatial time-domain reflectometry and tensiometers Yan, Guanxi

19 11 p. 7517-7543
artikel
10 Economic impact analysis for steel piles driven in intermediate geomaterials using machine learning algorithms Masud, Nafis Bin

19 11 p. 7407-7425
artikel
11 Effect of compression and shear on particle breakage of silica and calcareous sands Głuchowski, Andrzej

19 11 p. 1-27
artikel
12 Estimation of coefficient of earth pressure at rest for coral sand considering the effect of density and stress Zhang, Jiru

19 11 p. 7545-7561
artikel
13 Experimental and 3D numerical analysis of embankment on soft soil improved with cement bottom ash columns Ullah, Arshad

19 11 p. 7727-7745
artikel
14 Experimental investigation of fracture permeability reduction process by MICP technology with Sporosarcina pasteurii cultured by different mediums Shi, Lei

19 11 p. 7349-7368
artikel
15 Experimental study and design formula of the uplift performance of screw anchor foundations in silty clays Xu, Yunsheng

19 11 p. 7747-7758
artikel
16 Fabric anisotropy of granular soils and its dependency on grading and particles specifications Pegah, Ehsan

19 11 p. 7619-7633
artikel
17 Free strain consolidation of soft ground improved by stone columns under time-dependent loading considering smear effects Liu, Yang

19 11 p. 7169-7187
artikel
18 Freezing strain characteristics and mechanisms of unsaturated frozen soil: analysis of matric suction and water–ice phase change Chen, Huie

19 11 p. 7243-7260
artikel
19 Frozen enzyme EICP method for more effective soil improvement Ng, Samuel

19 11 p. 7117-7124
artikel
20 Influence of bio-cementation on gas permeability of unsaturated soils in landfill cover system Huang, Longjian

19 11 p. 7389-7405
artikel
21 Influence of wetting and drying cycles on the shear behavior of discontinuities between two different rock types with various surface topographies Wu, Qiong

19 11 p. 7125-7147
artikel
22 Investigating the source of hysteresis in the soil–water characteristic curve using the multiphase lattice Boltzmann method Hosseini, Reihaneh

19 11 p. 7577-7601
artikel
23 Long-term “memory” of extraordinary climatic seasons in the hysteretic seepage of an unsaturated infinite slope Bianchi, Diana

19 11 p. 7207-7227
artikel
24 Mechanism-based shift factors to predict the fatigue performance of cemented pavement materials Le, Vinh T.

19 11 p. 7149-7168
artikel
25 Modelling and simulation of natural hydraulic fracturing applied to experiments on natural sandstone cores Wang, Junxiang

19 11 p. 7709-7725
artikel
26 Morphology characterization of unsaturated soils under drying-wetting cycles: crack opening and closure Zhuo, Zhuang

19 11 p. 7287-7306
artikel
27 Multi-field numerical modeling of slurry infiltration in saturated soil Huang, Maosong

19 11 p. 7563-7575
artikel
28 Numerical simulation of cone penetration test by using CFD–DEM coupled analysis Ge, Ying

19 11 p. 7635-7653
artikel
29 Pressure infiltration characteristics of bentonite slurry affected by the salty water: experimental study and mechanistic understanding Zhang, Chenghao

19 11 p. 7189-7206
artikel
30 Progressive yielding/softening of soil–cement columns under embankment loading: a case study Chai, Jin-chun

19 11 p. 7229-7241
artikel
31 Reply to discussion on “3D image-based method to measure soil stiffness in triaxial tests” Zewen Wang, Wenhan Du and B.M. Lehane Lehane, Barry

19 11 p. 7763-7765
artikel
32 Rolling table centrifuge modelling of partially saturated granular material to inform on instability during solid bulk cargo transport Kwa, Katherine

19 11 p. 7677-7697
artikel
33 Shear behavior of calcareous sands in three-dimensional stress Xiao, Yang

19 11 p. 7655-7661
artikel
34 Strain energy dissipation during liquefaction of fibre-reinforced sand under undrained cyclic triaxial loading Zhang, Xidong

19 11 p. 7473-7494
artikel
35 Study of the one-dimensional consolidation and creep of clays with different thicknesses using different hypotheses and three elastic visco-plastic models Chen, Ze-jian

19 11 p. 7329-7347
artikel
36 The impact of large microplastics on the physical behavior of soils: implications to marine sediments Routier, Emelyne

19 11 p. 7603-7617
artikel
37 Visual experimental investigation on the performance of grouted gravel pile during construction process in clay Zhang, Lingzhi

19 11 p. 7369-7387
artikel
                             37 gevonden resultaten
 
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