| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A fractional elasto-viscoplastic model for describing creep behavior of soft soil
|
Zhou, Fengxi
|
|
|
16 |
1 |
p. 67-76
|
artikel
|
| 2 |
A method for considering curing temperature effect in mix proportion design of mass cement-solidified mud at high water content
|
Zhang, Rong-jun
|
|
|
16 |
1 |
p. 279-301
|
artikel
|
| 3 |
An anisotropic plasticity model incorporating fabric evolution for monotonic and cyclic behavior of sand
|
Wang, Rui
|
|
|
16 |
1 |
p. 43-65
|
artikel
|
| 4 |
A rate-dependent model for sand to predict constitutive response and instability onset
|
Mukherjee, Mousumi
|
|
|
16 |
1 |
p. 93-111
|
artikel
|
| 5 |
A simple hypoplastic model for overconsolidated clays
|
Wang, Shun
|
|
|
16 |
1 |
p. 21-29
|
artikel
|
| 6 |
A state-dependent hypoplastic model for methane hydrate-bearing sands
|
Liu, Jun
|
|
|
16 |
1 |
p. 77-91
|
artikel
|
| 7 |
Bayesian estimation of spatially varying soil parameters with spatiotemporal monitoring data
|
Yang, Hao-Qing
|
|
|
16 |
1 |
p. 263-278
|
artikel
|
| 8 |
Cyclic behavior of interface shear between carbonate sand and steel
|
Rui, Shengjie
|
|
|
16 |
1 |
p. 189-209
|
artikel
|
| 9 |
Dynamic prediction of jet grouted column diameter in soft soil using Bi-LSTM deep learning
|
Shen, Shui-Long
|
|
|
16 |
1 |
p. 303-315
|
artikel
|
| 10 |
Evaluation of monotonic and dynamic shear modulus of sand using on-sample transducers in cyclic triaxial apparatus
|
Kumar, Shiv Shankar
|
|
|
16 |
1 |
p. 221-236
|
artikel
|
| 11 |
Horizontal transient response of a pile group partially embedded in multilayered transversely isotropic soils
|
Li, Yang
|
|
|
16 |
1 |
p. 335-346
|
artikel
|
| 12 |
Loading and unloading of a thick-walled cylinder of critical-state soils: large strain analysis with applications
|
Zhuang, Pei-Zhi
|
|
|
16 |
1 |
p. 237-261
|
artikel
|
| 13 |
Measurement of membrane penetration in triaxial specimen through digital image correlation
|
Ji, Xiaomeng
|
|
|
16 |
1 |
p. 1-19
|
artikel
|
| 14 |
Mechanical behaviour of granular media in flexible boundary plane strain conditions: experiment and level-set discrete element modelling
|
Bhattacharya, Debayan
|
|
|
16 |
1 |
p. 113-132
|
artikel
|
| 15 |
Monotonic behavior of interface shear between carbonate sands and steel
|
Rui, Shengjie
|
|
|
16 |
1 |
p. 167-187
|
artikel
|
| 16 |
Quasi-static interaction between pipe piles and multilayered saturated soft soils with a fractional viscoelastic model
|
Ai, Zhi Yong
|
|
|
16 |
1 |
p. 317-333
|
artikel
|
| 17 |
Role of normal stiffness in 3D cyclic behavior of gravel–steel interface from large-scale direct shear tests
|
Feng, Dakuo
|
|
|
16 |
1 |
p. 151-165
|
artikel
|
| 18 |
Three-dimensional Wadell roundness for particle angularity characterization of granular soils
|
Zheng, Junxing
|
|
|
16 |
1 |
p. 133-149
|
artikel
|
| 19 |
Triaxial behavior of cement-stabilized organic matter–disseminated sand
|
Du, Juan
|
|
|
16 |
1 |
p. 211-220
|
artikel
|
| 20 |
Validation of a simple hypoplastic constitutive model for overconsolidated clays
|
Wang, Shun
|
|
|
16 |
1 |
p. 31-41
|
artikel
|
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