nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Active Pressure of Non-Cohesive Soil Enclosed Between Parallel Walls
|
Gutkin, Yu. M. |
|
|
58 |
2 |
p. 159-163 |
artikel |
2 |
Axial Capacity Evaluation of Rock-Socketed Cast-In-Situ Concrete Piles
|
Mujtaba, H. |
|
|
58 |
2 |
p. 152-158 |
artikel |
3 |
Calculation of Massive Foundations Under Vibro-Active Equipment
|
Chernov, Yu. T. |
|
|
58 |
2 |
p. 146-151 |
artikel |
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 |
artikel |
5 |
Experience in the Design and Construction Technologies of Buildings on Gas-Polluted Soil
|
Abelev, M. Yu. |
|
|
58 |
2 |
p. 164-168 |
artikel |
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 |
artikel |
7 |
Numerical Investigation on Dynamic Stress Transfer of XCC Pile-Supported Embankment Under a Moving Vehicle
|
Yin, F. |
|
|
58 |
2 |
p. 116-122 |
artikel |
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 |
artikel |
9 |
Risk Assessment of Unstable Rock Masses on High-Steep Slopes: An Attribute Recognition Model
|
Tao, Y. |
|
|
58 |
2 |
p. 175-182 |
artikel |
10 |
Stability Analysis of a Pentahedral Rock Wedge Governed by Multi-Discontinuities
|
Ren, G. M. |
|
|
58 |
2 |
p. 138-145 |
artikel |
11 |
Stability Analysis of Soil Slopes Subject to Action of Rainfall-Induced Wetting Front
|
Mao, X. |
|
|
58 |
2 |
p. 109-115 |
artikel |
12 |
Study on the Dynamic Structural Parameters and Dynamic Structural Constitutive Relation of Intact Loess
|
Wang, H. |
|
|
58 |
2 |
p. 100-108 |
artikel |
13 |
Time-History Analysis of Soil Slope Subjected to Seismic Loadings
|
Sahoo, P. P. |
|
|
58 |
2 |
p. 130-137 |
artikel |
14 |
Water Retention Characteristics and Soil-Water Characteristic Curve Model of Weak Expansive Soil
|
Lv, Mengfan |
|
|
58 |
2 |
p. 123-129 |
artikel |