| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
Active Pressure of Non-Cohesive Soil Enclosed Between Parallel Walls
|
Gutkin, Yu. M.
|
|
|
58 |
2 |
p. 159-163
|
article
|
| 2 |
Axial Capacity Evaluation of Rock-Socketed Cast-In-Situ Concrete Piles
|
Mujtaba, H.
|
|
|
58 |
2 |
p. 152-158
|
article
|
| 3 |
Calculation of Massive Foundations Under Vibro-Active Equipment
|
Chernov, Yu. T.
|
|
|
58 |
2 |
p. 146-151
|
article
|
| 4 |
Correction to: Influence of Crushed Stone Pile Arrangement in Loose Soils on the Operation of a Single Pile
|
Znamenskii, V. V.
|
|
|
58 |
2 |
p. 183
|
article
|
| 5 |
Experience in the Design and Construction Technologies of Buildings on Gas-Polluted Soil
|
Abelev, M. Yu.
|
|
|
58 |
2 |
p. 164-168
|
article
|
| 6 |
Influence of Crushed Stone Pile Arrangement in Loose Soils on the Operation of a Single Pile
|
Znamenskii, V. V.
|
|
|
58 |
2 |
p. 93-99
|
article
|
| 7 |
Numerical Investigation on Dynamic Stress Transfer of XCC Pile-Supported Embankment Under a Moving Vehicle
|
Yin, F.
|
|
|
58 |
2 |
p. 116-122
|
article
|
| 8 |
Predictive Modelling of the Frozen Base of Pile Foundation Buildings with Temperature Control of the Underfloor Space
|
Kornilov, T. A.
|
|
|
58 |
2 |
p. 169-174
|
article
|
| 9 |
Risk Assessment of Unstable Rock Masses on High-Steep Slopes: An Attribute Recognition Model
|
Tao, Y.
|
|
|
58 |
2 |
p. 175-182
|
article
|
| 10 |
Stability Analysis of a Pentahedral Rock Wedge Governed by Multi-Discontinuities
|
Ren, G. M.
|
|
|
58 |
2 |
p. 138-145
|
article
|
| 11 |
Stability Analysis of Soil Slopes Subject to Action of Rainfall-Induced Wetting Front
|
Mao, X.
|
|
|
58 |
2 |
p. 109-115
|
article
|
| 12 |
Study on the Dynamic Structural Parameters and Dynamic Structural Constitutive Relation of Intact Loess
|
Wang, H.
|
|
|
58 |
2 |
p. 100-108
|
article
|
| 13 |
Time-History Analysis of Soil Slope Subjected to Seismic Loadings
|
Sahoo, P. P.
|
|
|
58 |
2 |
p. 130-137
|
article
|
| 14 |
Water Retention Characteristics and Soil-Water Characteristic Curve Model of Weak Expansive Soil
|
Lv, Mengfan
|
|
|
58 |
2 |
p. 123-129
|
article
|
Journal description