| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A bounding surface model for unsaturated soils considering the microscopic pore structure and interparticle bonding effect due to water menisci
|
Han, Bowen
|
|
|
16 |
5 |
p. 1331-1354
|
artikel
|
| 2 |
A new approach for stabilization of lateritic soil with Portland cement and sand: strength and durability
|
Consoli, Nilo Cesar
|
|
|
16 |
5 |
p. 1473-1486
|
artikel
|
| 3 |
Assessment of apparent earth pressure for braced excavations in anisotropic clay
|
Zhang, Runhong
|
|
|
16 |
5 |
p. 1615-1626
|
artikel
|
| 4 |
Bio-mediated calcium carbonate precipitation and its effect on the shear behaviour of calcareous sand
|
Cui, Ming-Juan
|
|
|
16 |
5 |
p. 1377-1389
|
artikel
|
| 5 |
Compression behavior of MICP-treated sand with various gradations
|
Xiao, Yang
|
|
|
16 |
5 |
p. 1391-1400
|
artikel
|
| 6 |
Coupling simulation of microbially induced carbonate precipitation and bacterial growth using reaction–diffusion and homogenisation systems
|
Nishimura, Ibuki
|
|
|
16 |
5 |
p. 1315-1330
|
artikel
|
| 7 |
Dynamic characteristics of multiscale longitudinal stress and particle rotation in ballast track under vertical cyclic loads
|
Fu, Longlong
|
|
|
16 |
5 |
p. 1527-1545
|
artikel
|
| 8 |
Effect of waste rubber particles on the shear behaviour of bio-cemented calcareous sand
|
Cui, Ming-Juan
|
|
|
16 |
5 |
p. 1429-1439
|
artikel
|
| 9 |
Effect of wool fiber addition on the reinforcement of loose sands by microbially induced carbonate precipitation (MICP): mechanical property and underlying mechanism
|
Yao, Dunfan
|
|
|
16 |
5 |
p. 1401-1416
|
artikel
|
| 10 |
Homogeneity and mechanical behaviors of sands improved by a temperature-controlled one-phase MICP method
|
Xiao, Yang
|
|
|
16 |
5 |
p. 1417-1427
|
artikel
|
| 11 |
Influence of stress-induced microcracks on viscoplastic creep deformation in Marcellus shale
|
Gupta, Neel
|
|
|
16 |
5 |
p. 1575-1595
|
artikel
|
| 12 |
Large scale model testing to investigate the influence of granular cushion layer on the performance of disconnected piled raft system
|
Halder, Prasun
|
|
|
16 |
5 |
p. 1597-1614
|
artikel
|
| 13 |
Micromechanical behaviour in shearing of reproduced flat LBS grains with strong and weak artificial bonds
|
Kasyap, S. S.
|
|
|
16 |
5 |
p. 1355-1376
|
artikel
|
| 14 |
On the effect of compaction on the progression of concentrated leaks in cohesive soils
|
Khoshghalb, Arman
|
|
|
16 |
5 |
p. 1635-1645
|
artikel
|
| 15 |
On the effects of pore water pressure buildup and dissipation on the seismic performance of a propped r.c. diaphragm wall in sand
|
Oliynyk, Kateryna
|
|
|
16 |
5 |
p. 1547-1573
|
artikel
|
| 16 |
Performance evaluation of soil mixtures treated with graphite and used as barrier fill material for high-level radioactive waste repository
|
Liu, Xiaoyan
|
|
|
16 |
5 |
p. 1487-1507
|
artikel
|
| 17 |
Retarding effect of concentration of cementation solution on biocementation of soil
|
Lai, Han-Jiang
|
|
|
16 |
5 |
p. 1457-1472
|
artikel
|
| 18 |
Statistical calibration of federal highway administration simplified models for facing tensile forces of soil nail walls
|
Liu, Huifen
|
|
|
16 |
5 |
p. 1509-1526
|
artikel
|
| 19 |
Stress–dilatancy behavior of cemented sand: comparison between bonding provided by cement and biocement
|
Wang, Lei
|
|
|
16 |
5 |
p. 1441-1456
|
artikel
|
| 20 |
Upgrading the prediction of jet grouting column diameter using deep learning with an emphasis on high energies
|
Díaz, Esteban
|
|
|
16 |
5 |
p. 1627-1633
|
artikel
|
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