| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Determination of the Laying Depth of Horizontal Mine Workings by Stress State Analysis of Enclosing Soil Mass
|
Bogomolov, A. N.
|
|
2017
|
54 |
5 |
p. 295-302
|
artikel
|
| 2 |
Effect of Particle Size Distribution on Soil-Steel Interface Shear Behavior
|
Liang, Yue
|
|
2017
|
54 |
5 |
p. 310-317
|
artikel
|
| 3 |
Effects of Xanthan Gum Biopolymer on the Permeability, Odometer, Unconfined Compressive and Triaxial Shear Behavior of a Sand
|
Cabalar, A.F.
|
|
2017
|
54 |
5 |
p. 356-361
|
artikel
|
| 4 |
Experience in Handling Differential Settlements of Multi-Storey Buildings on Soft Soil
|
Khomyakov, V. A.
|
|
2017
|
54 |
5 |
p. 330-335
|
artikel
|
| 5 |
Investigation of Combined Seismic and Geocryologic Conditions for Northern Trans-Baikal
|
Zheleznyak, I. I.
|
|
2017
|
54 |
5 |
p. 336-340
|
artikel
|
| 6 |
Investigation of the Effect of a Layer of Granulated Foam-Glass Ceramic on the Temperature Conditions of Frozen Soil
|
Ivanov, K. S.
|
|
2017
|
54 |
5 |
p. 349-355
|
artikel
|
| 7 |
Methods of Cooling the Foundations of Buildings Constructed According to the Principle of Maintaining the Soil in a Permafrost State (town of Mirnyi)
|
Plotnikov, A.A.
|
|
2017
|
54 |
5 |
p. 341-348
|
artikel
|
| 8 |
Numerical Investigation of Pipeline Responses to Tunneling-Induced Ground Settlements in Clay
|
Shi, Jiangwei
|
|
2017
|
54 |
5 |
p. 303-309
|
artikel
|
| 9 |
Reasons for Deformation and Failure of the Structural Units of an Apartment Building on a Slopeside Site
|
Grigor’ev, Yu. S.
|
|
2017
|
54 |
5 |
p. 318-323
|
artikel
|
| 10 |
Sand Deposit Arrangement and Construction Optimization for Large-section Immersed Tube Tunnel Foundations via the Sand Flow Method
|
Li, Ya-dong
|
|
2017
|
54 |
5 |
p. 324-329
|
artikel
|
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