| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A microstructural insight on a lime-stabilized loess: experimental evidences and pore size distribution modeling
|
Yuan, Kangze
|
|
|
20 |
7 |
p. 3249-3267
|
artikel
|
| 2 |
Analytical study on multiple-mode deformation behaviors of tunnels subjected to asymmetric loading in composite strata
|
Liu, Yingbin
|
|
|
20 |
7 |
p. 3223-3248
|
artikel
|
| 3 |
An improved table method for coded target identification with application to photogrammetric analysis of soil specimen during triaxial testing
|
Xia, Xiaolong
|
|
|
20 |
7 |
p. 3599-3614
|
artikel
|
| 4 |
A physics-informed method for dynamic warning of debris flows in remote areas
|
Qiu, Chenchen
|
|
|
20 |
7 |
p. 3329-3348
|
artikel
|
| 5 |
Bearing capacity of square footings on cohesive and cohesive-frictional soils with three-dimensional irregular cavities
|
Khosravi, Sajjad
|
|
|
20 |
7 |
p. 3201-3221
|
artikel
|
| 6 |
Characterizing the onset and development of internal erosion in gap-graded soils under complex stress states
|
Oli, Bikram
|
|
|
20 |
7 |
p. 3581-3598
|
artikel
|
| 7 |
Confirmation and utilization of water vapor circulation in soil under temperature gradients
|
Yao, Yangping
|
|
|
20 |
7 |
p. 3645-3656
|
artikel
|
| 8 |
Deformation signal response of sensor-enabled piezoelectric geobelt considering the coupling effect of temperature and deformation
|
Wang, Jun
|
|
|
20 |
7 |
p. 3633-3643
|
artikel
|
| 9 |
Effect of biocarriers on microbially induced carbonate precipitation for sand reinforcement
|
Yang, Guokun
|
|
|
20 |
7 |
p. 3615-3632
|
artikel
|
| 10 |
Evolution of cross-anisotropic behavior of clay under 3D stress conditions
|
Anantanasakul, Pongpipat
|
|
|
20 |
7 |
p. 3291-3308
|
artikel
|
| 11 |
Experimental and DEM simulation study on the disturbance of sandy pebble stratum by shield tunneling
|
Xu, Qianwei
|
|
|
20 |
7 |
p. 3349-3372
|
artikel
|
| 12 |
Experimental study on improved method of electroosmosis combined with magnetic field
|
Xu, Chaoyang
|
|
|
20 |
7 |
p. 3439-3455
|
artikel
|
| 13 |
Experimental study on the microscopic swelling–shrinking mechanisms of clay-sand mixtures from wetting to drying
|
Tong, Kai-wen
|
|
|
20 |
7 |
p. 3477-3500
|
artikel
|
| 14 |
Fault slip mechanics and seismic source characteristics considering fracture zone anisotropy
|
Ding, Zeng
|
|
|
20 |
7 |
p. 3411-3437
|
artikel
|
| 15 |
Hydraulic conductivity and particle size of soils: modeling and experiment
|
Liu, Jinyang
|
|
|
20 |
7 |
p. 3395-3409
|
artikel
|
| 16 |
Hydraulic erosion mitigation in sandy soil using cation-crosslinked gelation biopolymer
|
Lee, Minhyeong
|
|
|
20 |
7 |
p. 3563-3580
|
artikel
|
| 17 |
Influence of fluctuating groundwater level on settlement and load carrying behavior of piled raft using centrifuge tests
|
Lee, Jiyeong
|
|
|
20 |
7 |
p. 3531-3542
|
artikel
|
| 18 |
Influence of piston wind induced by high-speed trains on the temperature field of a tunnel in cold regions
|
Ma, Qinguo
|
|
|
20 |
7 |
p. 3725-3743
|
artikel
|
| 19 |
Investigation on the post-grouting bearing capacity of bored piles in a highly weathered mudstone layer based on the O-cell test method
|
Ou, Xiaoduo
|
|
|
20 |
7 |
p. 3703-3723
|
artikel
|
| 20 |
Landslide displacement prediction model based on variational mode decomposition and MCNN-SE-GRU
|
Wang, Yi
|
|
|
20 |
7 |
p. 3677-3701
|
artikel
|
| 21 |
Micromechanical properties and bonding fracture of EICP-reinforced sand analyzed using microindentation test
|
Xu, Kai
|
|
|
20 |
7 |
p. 3543-3561
|
artikel
|
| 22 |
Microscopic mechanism analysis of temperature dependence on swell-shrink soils water retention capacity
|
Cui, Zheqi
|
|
|
20 |
7 |
p. 3517-3529
|
artikel
|
| 23 |
Modeling negative skin friction development in a single pile in collapsible loess subjected to progressive wetting
|
Lan, Tian-Gang
|
|
|
20 |
7 |
p. 3309-3327
|
artikel
|
| 24 |
Offshore pile penetration response in soft clays: a semi-analytical solution using the combined expansion-shearing method (CESM)
|
Li, Liang
|
|
|
20 |
7 |
p. 3177-3200
|
artikel
|
| 25 |
Shear wave velocity and dynamic resilient modulus of electro-osmosis-treated unsaturated subgrade soil
|
Tang, Kangwei
|
|
|
20 |
7 |
p. 3657-3675
|
artikel
|
| 26 |
Studies on mechanical properties of loaded coal at micro/nanoscale by coupling nanoindentation and SAXS experiments
|
Zhang, Qi
|
|
|
20 |
7 |
p. 3501-3515
|
artikel
|
| 27 |
Undrained stability of deep excavations with the strut-free retaining wall system
|
Abdi, Ari Surya
|
|
|
20 |
7 |
p. 3373-3393
|
artikel
|
| 28 |
Utilization of sand-filled FRP tubular pile retaining wall with sand back fill adjacent to strip footing: model study
|
Teng, Jing-Cheng
|
|
|
20 |
7 |
p. 3457-3476
|
artikel
|
| 29 |
Water–heat–vapor–salt–mechanics coupling mechanism in unsaturated freezing sulfate saline soil: insights from theory and experiment
|
Zhang, Jing
|
|
|
20 |
7 |
p. 3269-3290
|
artikel
|
| 30 |
What friction angle would characterize a pile–soil interface as “rough” or “smooth”?
|
Ding, Zhaowei
|
|
|
20 |
7 |
p. 3163-3175
|
artikel
|
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