| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Model to Predict the Standard Penetration Test N60 Value from Cone Penetration Test Data
|
Al Bodour, W.
|
|
|
59 |
5 |
p. 437-444
|
artikel
|
| 2 |
An Improved Model to Describe the Creep Behavior of Soft Soil
|
Yuan, J.
|
|
|
59 |
5 |
p. 475-483
|
artikel
|
| 3 |
Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model
|
Zhu, Jinlong
|
|
|
59 |
5 |
p. 411-416
|
artikel
|
| 4 |
Computational Analysis of Thin Foundation Slabs for Vibroactive Equipment
|
Chernov, Yu. T.
|
|
|
59 |
5 |
p. 405-410
|
artikel
|
| 5 |
Dynamic Analysis of the Damage Mechanism of Silt Lightweight Soil
|
Feng, Y.
|
|
|
59 |
5 |
p. 492-499
|
artikel
|
| 6 |
Effect of Dry–Wet Cycles on the Shear Strength of Weathered Red Sandstone Soil
|
Liu, J. J.
|
|
|
59 |
5 |
p. 422-429
|
artikel
|
| 7 |
Evaluation of Soil-Structure Contact State by Normalized Acoustic Response Analysis
|
Churkin, A. A.
|
|
|
59 |
5 |
p. 453-458
|
artikel
|
| 8 |
Experience in Construction of Facilities on Landslide Slopes in Seismic Areas
|
Abelev, M. Yu.
|
|
|
59 |
5 |
p. 500-505
|
artikel
|
| 9 |
Field Study on the Uplift Bearing Characteristics of Grouted Micropiles in Soft Soil
|
Zhu, R.
|
|
|
59 |
5 |
p. 445-452
|
artikel
|
| 10 |
Influence of Water Content and Degree of Compaction on the Mechanical Properties of Soils of Various Geneses
|
Lunev, A. A.
|
|
|
59 |
5 |
p. 417-421
|
artikel
|
| 11 |
Model Test and Stability Analysis of Large, High-Deposit Body Landslides Under Heavy Rainfall
|
Yang, X. H.
|
|
|
59 |
5 |
p. 467-474
|
artikel
|
| 12 |
Modified Horizontal Slice Element Method for Active Earth Pressure Against Rigid Retaining Walls
|
Peng, J.
|
|
|
59 |
5 |
p. 484-491
|
artikel
|
| 13 |
Soil Improvement Technology and Dynamic Control of a Large Diameter Shield in Sandy Cobble Strata
|
Cheng, W.
|
|
|
59 |
5 |
p. 459-466
|
artikel
|
| 14 |
Studies of Interaction of Drilled Piles with Rocky Soils
|
Sharafutdinov, R. F.
|
|
|
59 |
5 |
p. 430-436
|
artikel
|
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