nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Correction of Excessive Shield Tunnel Displacement by Grouting: a Case Study of the Shenzhen Metro Line
|
Liu, S. |
|
|
59 |
3 |
p. 289-296 |
artikel |
2 |
Determination of Coefficient of Viscosity in Frozen Soil Using Static Penetration Test
|
Isaev, O. N. |
|
|
59 |
3 |
p. 297-305 |
artikel |
3 |
Displacement Distribution Patterns and Governing Factors of Rock Mass in a Stable Creeping Fault Zone
|
Liu, X. |
|
|
59 |
3 |
p. 229-238 |
artikel |
4 |
Experience of Eliminating Karst Cavities
|
Argal, E. S. |
|
|
59 |
3 |
p. 281-288 |
artikel |
5 |
Experimental Investigation of the Effects of Water Content on Coal Body Strength and Stability
|
Zhu, C. |
|
|
59 |
3 |
p. 253-260 |
artikel |
6 |
Experimental Study of the Shaking Table Test and Dynamic Response of the Loess Slope Reinforced by Frame Anchors
|
Ye, S.-H. |
|
|
59 |
3 |
p. 272-280 |
artikel |
7 |
History of the First Studies of the Mechanical Properties of the Moon Soils
|
Cherkasova, L. I. |
|
|
59 |
3 |
p. 261-264 |
artikel |
8 |
Nonlinear Elastic-Perfectly Plastic Model of Soil and its Numerical Implementation and Application
|
Xu, X. |
|
|
59 |
3 |
p. 215-223 |
artikel |
9 |
Prediction of the Settlement and Long-Term Bearing Capacity of Rectangular Footing
|
Ter-Martirosyan, Z. G. |
|
|
59 |
3 |
p. 211-214 |
artikel |
10 |
Prediction of the Settlement of Foundations by an Elastic-Plastic Model of Clay Soils
|
Zhakulin, A. S. |
|
|
59 |
3 |
p. 224-228 |
artikel |
11 |
Pullout Behavior of the L-Shaped Anchorage of Geogrid Under Static and Cyclic Loading
|
Maleki, A. |
|
|
59 |
3 |
p. 245-252 |
artikel |
12 |
Stress-Strain State of Soils Under Thin Shell Structures with Infill
|
Tsimbelman, N. Ya. |
|
|
59 |
3 |
p. 239-244 |
artikel |
13 |
Vertical Stress Effects on Soil-Water Characteristics of Fly Ash
|
Chen, Q. |
|
|
59 |
3 |
p. 265-271 |
artikel |