| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
An Analytical Method for Solving 3D Non-Axisymmetry Mixed Boundary Problem and Its Application in Analysis of Rectangle Plate Resting on an Elastic Half Space
|
Wang, L. A.
|
|
|
59 |
2 |
p. 183-192
|
article
|
| 2 |
Bearing Capacity Assessment of Soil Foundation
|
Karaulov, A. M.
|
|
|
59 |
2 |
p. 111-118
|
article
|
| 3 |
Deformation Modulus of Plastic-Frozen Soil According to Pile Testing
|
Alekseev, A. G.
|
|
|
59 |
2 |
p. 202-209
|
article
|
| 4 |
Deformation of Geosynthetic-Reinforced Soil Beam Subjected to Localized Sinkholes by the Winkler Model
|
Zhou, Yitao
|
|
|
59 |
2 |
p. 119-125
|
article
|
| 5 |
Experimental Study on the Displacement and Strain of Underpinning Piles during Basement Excavation
|
Miao, Y.
|
|
|
59 |
2 |
p. 141-147
|
article
|
| 6 |
Field Monitoring and Numerical Study on the Effects of Reclamation on Large-Diameter Long Pile
|
Zhang, X.
|
|
|
59 |
2 |
p. 167-175
|
article
|
| 7 |
Influence of Polypropylene Fiber on Properties of Biocemented Calcareous Sand
|
Liang, S.-H.
|
|
|
59 |
2 |
p. 193-201
|
article
|
| 8 |
On the Active Pressure of a Heterogeneous Soil Massif of Limited Width
|
Gutkin, Yu. M.
|
|
|
59 |
2 |
p. 176-182
|
article
|
| 9 |
Performance of Diaphragm Walls in Soft Clay of a Deep Basement Excavation
|
Cheng, K.
|
|
|
59 |
2 |
p. 159-166
|
article
|
| 10 |
Small Strain Stiffness Properties of Cement-Stabilized Sand Reinforced with Polypropylene Fibre
|
Heidarizadeh, Y.
|
|
|
59 |
2 |
p. 148-153
|
article
|
| 11 |
Soil Deformability Parameters of the Working Layer of the Subgrade Soil of Automobile Roads
|
Uglova, E. V.
|
|
|
59 |
2 |
p. 154-158
|
article
|
| 12 |
Study Into the Behavior of Ice Beams Reinforced with Bar Elements
|
Zemlyak, V. L.
|
|
|
59 |
2 |
p. 134-140
|
article
|
| 13 |
Variational Elastic Solution for an End Bearing Pile Subjected to Dynamic Torsional Loading
|
Wang, B.
|
|
|
59 |
2 |
p. 126-133
|
article
|
Journal description