nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Announcement
|
|
|
1987 |
|
1-3 |
p. 247- 1 p. |
artikel |
2 |
‘Current design methods’ by R. M. Koerner, B.-L. Hwu and M.H. Wayne
|
Humphrey, Dana N. |
|
1987 |
|
1-3 |
p. 89-92 4 p. |
artikel |
3 |
Design optimization of geosynthetic reinforced embankments over soft foundations
|
Willibey, Gary |
|
1987 |
|
1-3 |
p. 185-195 11 p. |
artikel |
4 |
Editorial Board
|
|
|
1997 |
|
1-3 |
p. IFC- 1 p. |
artikel |
5 |
Editorial Board
|
|
|
1987 |
|
1-3 |
p. IFC- 1 p. |
artikel |
6 |
EPS in road construction—Current situation in Germany
|
Beinbrech, Giselher |
|
1997 |
|
1-3 |
p. 39-57 19 p. |
artikel |
7 |
Fabric reinforced embankment test section, plaquemine Parish, Louisiana, USA
|
Fowler, Jack |
|
1987 |
|
1-3 |
p. 1-31 31 p. |
artikel |
8 |
Foreword
|
Koerner, Robert M. |
|
1987 |
|
1-3 |
p. v-vi nvt p. |
artikel |
9 |
Geogrid reinforcement for cochrane bridge embankment
|
Mattox, Robert M. |
|
1987 |
|
1-3 |
p. 225-232 8 p. |
artikel |
10 |
Geosynthetic material and physical properties relevant to soil reinforcement applications
|
Paulson, John N. |
|
1987 |
|
1-3 |
p. 211-223 13 p. |
artikel |
11 |
Geosynthetic/soil studies using a geotechnical centrifuge
|
Lord Jr, Arthur E. |
|
1987 |
|
1-3 |
p. 133-156 24 p. |
artikel |
12 |
Index
|
|
|
1987 |
|
1-3 |
p. 249-252 4 p. |
artikel |
13 |
Materials research on EPS20 and EPS15 under representative conditions in pavement structures
|
Duškov, M. |
|
1997 |
|
1-3 |
p. 147-181 35 p. |
artikel |
14 |
Measurements on a flexible pavement structure with an EPS geofoam sub-base
|
Duškov, M. |
|
1997 |
|
1-3 |
p. 5-27 23 p. |
artikel |
15 |
Method to establish the maximum allowable load under working conditions of polyester reinforcing fabrics
|
Voskamp, Wim |
|
1987 |
|
1-3 |
p. 173-184 12 p. |
artikel |
16 |
Numerical modeling of EPS geofoam used with swelling soil
|
Aytekin, Mustafa |
|
1997 |
|
1-3 |
p. 133-146 14 p. |
artikel |
17 |
Overview of Wilmington Harbor South project
|
Uibel, Bruce L. |
|
1987 |
|
1-3 |
p. 233-246 14 p. |
artikel |
18 |
Preloading with prefabricated vertical strip drains
|
Holtz, R.D. |
|
1987 |
|
1-3 |
p. 109-131 23 p. |
artikel |
19 |
Seaming and joining methods
|
Ko, Frank K. |
|
1987 |
|
1-3 |
p. 93-107 15 p. |
artikel |
20 |
Shore line extension with high strength geotextile and ice assistance—a manufacturers' view
|
Myles, Bernard |
|
1987 |
|
1-3 |
p. 197-209 13 p. |
artikel |
21 |
Soft soil stabilization designs using geosynthetics
|
Koerner, Robert M. |
|
1987 |
|
1-3 |
p. 33-51 19 p. |
artikel |
22 |
Special issue on geofoam: Overview and summary
|
Horvath, John S. |
|
1997 |
|
1-3 |
p. 1-3 3 p. |
artikel |
23 |
Stabilization of very soft soils using high strength geosynthetics: the role of finite element analyses
|
Rowe, R.K. |
|
1987 |
|
1-3 |
p. 53-80 28 p. |
artikel |
24 |
Testing and monitoring of high strength geosynthetics
|
Richardson, Gregory N. |
|
1987 |
|
1-3 |
p. 157-172 16 p. |
artikel |
25 |
The compressible inclusion function of EPS geofoam
|
Horvath, John S. |
|
1997 |
|
1-3 |
p. 77-120 44 p. |
artikel |
26 |
The influence of fabric geometry on soil/geotextile shear strength
|
Swan Jr, Robert H. |
|
1987 |
|
1-3 |
p. 81-87 7 p. |
artikel |
27 |
The influence of geofoam creep on the performance of a compressible inclusion
|
Murphy, George P. |
|
1997 |
|
1-3 |
p. 121-131 11 p. |
artikel |
28 |
Three-dimensional finite element analysis of flexible pavements with an (open joint in the) EPS sub-base
|
Duškov, M. |
|
1997 |
|
1-3 |
p. 29-38 10 p. |
artikel |
29 |
Ultra light cellular structure—French approach
|
Perrier, H. |
|
1997 |
|
1-3 |
p. 59-76 18 p. |
artikel |