nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Analysis of the effect of pullout rate on the tensile capacity of suction caisson anchors in sand using a three-dimensional displacement method
|
Hirai, Hiroyoshi |
|
|
20 |
9 |
p. 4707-4722 |
artikel |
2 |
An investigation of single-particle fracture behavior of calcareous nodule using an improved block-based model
|
Zhang, Tao |
|
|
20 |
9 |
p. 4887-4906 |
artikel |
3 |
Bio-hydrogel and biomineralization in improving water retention ability of sandy soils
|
Xiao, Yang |
|
|
20 |
9 |
p. 4589-4597 |
artikel |
4 |
Constrained study of nanoindentation-based upscaling of mechanical properties of shales
|
Cheng, Wangxing |
|
|
20 |
9 |
p. 4515-4533 |
artikel |
5 |
Deep learning-based calibration of resistance factors for pile groups with load tests
|
Zhang, Yuting |
|
|
20 |
9 |
p. 4355-4367 |
artikel |
6 |
Determination of finite-strain consolidation properties from one-dimensional CRD testing
|
Wang, Weiyu |
|
|
20 |
9 |
p. 4483-4502 |
artikel |
7 |
Durability of chemically treated coir geotextiles coated with epoxy resin in different degradation environments
|
Li, Liangyong |
|
|
20 |
9 |
p. 4613-4629 |
artikel |
8 |
Evaluation of advanced soil models for the cyclic soil-structure interaction of integral bridges
|
Stastny, A. |
|
|
20 |
9 |
p. 4385-4410 |
artikel |
9 |
Evolution of anisotropic stiffness and damping ratio of soft clay by bidirectional step-amplitude cyclic triaxial tests
|
Zhang, Zhong-Liang |
|
|
20 |
9 |
p. 4411-4430 |
artikel |
10 |
Experimental investigation of the critical water head and failure mechanisms leading to uprush hazards in foundation pits
|
Wang, Xu-Wei |
|
|
20 |
9 |
p. 4651-4669 |
artikel |
11 |
Experimental study on mechanical behavior of additive-manufactured geogrid-reinforced sand
|
Liu, Chih-Hsuan |
|
|
20 |
9 |
p. 4553-4569 |
artikel |
12 |
Influence of drainage conditions and monotonic preloadings on the monotonic behavior of Karlsruhe fine sand
|
Irani, N. |
|
|
20 |
9 |
p. 4369-4383 |
artikel |
13 |
Investigation of the O-cell test conversion coefficient in extremely soft rock conditions based on energy conversion
|
Dong, Tao |
|
|
20 |
9 |
p. 4841-4860 |
artikel |
14 |
Kinematic responses of pipe piles considering the effects of soil plugs and underlying strata subjected to P-waves
|
Zhang, Shiping |
|
|
20 |
9 |
p. 4467-4481 |
artikel |
15 |
Mechanical behavior at silty sand-steel interface undergoing cyclic shearing
|
Xu, Mengtao |
|
|
20 |
9 |
p. 4685-4705 |
artikel |
16 |
Mechanical properties of rockfill under generalized stress conditions: true triaxial testing and constitutive modeling
|
Zhou, Y. F. |
|
|
20 |
9 |
p. 4453-4466 |
artikel |
17 |
Mechanism-based modeling for interface mechanical behavior during shearing
|
Xu, Mengtao |
|
|
20 |
9 |
p. 4735-4754 |
artikel |
18 |
Novel observations for the impact of particle morphology on shear modulus of granular materials
|
He, Shao-Heng |
|
|
20 |
9 |
p. 4631-4650 |
artikel |
19 |
On enhancing the mechanical behaviors of bio-carbonation of reactive magnesia cement solidified construction and demolition wastes via fiber reinforcement
|
Wang, Dian-Long |
|
|
20 |
9 |
p. 4535-4552 |
artikel |
20 |
Optimal IM selection using fuzzy multiple criteria decision-making method for submarine shield tunnel in layered liquefiable seabed
|
Zhang, Xiaoyu |
|
|
20 |
9 |
p. 4817-4839 |
artikel |
21 |
Performance of imperfect trench installation box culvert on soft ground
|
Song, Ding-Bao |
|
|
20 |
9 |
p. 4599-4612 |
artikel |
22 |
Seismic response characteristics of standard and connection sections of subway station structures in liquefiable sites
|
Wang, Xuelai |
|
|
20 |
9 |
p. 4861-4886 |
artikel |
23 |
Spatiotemporal settlement deformation characteristics analysis of rockfill dam with anti-impact FBG sensing array
|
Han, Heming |
|
|
20 |
9 |
p. 4803-4816 |
artikel |
24 |
Specimen geometry-dependent small-to-large strain stiffness
|
Yoo, Younggeun |
|
|
20 |
9 |
p. 4503-4514 |
artikel |
25 |
Stability analysis of slopes in anisotropic and heterogeneous clay by LSM-based SRFEM
|
Liu, Shiyi |
|
|
20 |
9 |
p. 4723-4734 |
artikel |
26 |
Stability for 3D tunnel vaults in soils considering transition from shallow to deep burial conditions subjected to compound tension-shear failure
|
Xu, Jingshu |
|
|
20 |
9 |
p. 4755-4773 |
artikel |
27 |
Study on the durability and long-term behavior of cement-stabilized soil in post-grouted piles embedded in sand
|
Wan, Zhihui |
|
|
20 |
9 |
p. 4571-4588 |
artikel |
28 |
Test and DEM study on cyclic shear behavior of sand–irregular concrete interface under dynamic normal loading
|
Zhang, Shixun |
|
|
20 |
9 |
p. 4775-4802 |
artikel |
29 |
Undrained cyclic loading of cylindrical cavity in sands with the SANISAND model
|
Pang, Li |
|
|
20 |
9 |
p. 4431-4451 |
artikel |
30 |
Uniaxial compression characteristics of frozen soil–rock mixture
|
Zhao, Junlin |
|
|
20 |
9 |
p. 4671-4684 |
artikel |