| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of Displacement Response of the Ermenek Dam Monitored by an Integrated Geodetic and Pendulum System
|
Alcay, Salih
|
|
2017
|
16 |
10 |
p. 1279-1291
|
artikel
|
| 2 |
Analysis of Negative Skin-Friction on Single Piles by One-Dimensional Consolidation Model Test
|
Kim, Hyeong-Joo
|
|
2018
|
16 |
10 |
p. 1445-1461
|
artikel
|
| 3 |
Analytical Model for Natural Frequency of SDOF System Considering Soil–Pile–Structure Interaction
|
Amiri, Amir Mohammad
|
|
2018
|
16 |
10 |
p. 1399-1411
|
artikel
|
| 4 |
A Simplified Approach for Axial Response of Single Precast Concrete Piles in Cement-Treated Soil
|
Wang, Anhui
|
|
2018
|
16 |
10 |
p. 1491-1501
|
artikel
|
| 5 |
Centrifuge Model Test on Unsaturated Expansive Soil Slopes with Cyclic Wetting–Drying and Inundation at the Slope Toe
|
Chen, Tie-lin
|
|
2017
|
16 |
10 |
p. 1341-1360
|
artikel
|
| 6 |
Consolidation Behavior of Structured Clayey Soils: A Case Study on Shiraz Fine Alluvial Strata
|
Memarzadeh, Iman
|
|
2017
|
16 |
10 |
p. 1435-1444
|
artikel
|
| 7 |
Critical Tendon Bond Length for Prestressed Ground Anchors in Pullout Performance Tests Conducted in Sand
|
Ozhan, Hakki O.
|
|
2017
|
16 |
10 |
p. 1329-1340
|
artikel
|
| 8 |
Development of a Risk-based Methodology for Rock Slope Analysis
|
Moghadami, Mahsa
|
|
2017
|
16 |
10 |
p. 1317-1328
|
artikel
|
| 9 |
Discrete Element Modeling of Drained Triaxial Test: Flexible and Rigid Lateral Boundaries
|
Binesh, Seyed Mohammad
|
|
2018
|
16 |
10 |
p. 1463-1474
|
artikel
|
| 10 |
Effects of Landfill Leachate on Mechanical Behaviour of Adjacent Soil: a Case Study of Saravan Landfill, Rasht, Iran
|
Shariatmadari, Nader
|
|
2018
|
16 |
10 |
p. 1503-1513
|
artikel
|
| 11 |
Experimental and Numerical Analysis of XCC Pile-Geogrid Foundation for Existing Expressway Under Traffic Load
|
Yin, Feng
|
|
2017
|
16 |
10 |
p. 1371-1388
|
artikel
|
| 12 |
Field Tests on Influencing Factors of Negative Skin Friction for Pile Foundations in Collapsible Loess Regions
|
Xing, Haofeng
|
|
2018
|
16 |
10 |
p. 1413-1422
|
artikel
|
| 13 |
Numerical and Experimental Study of the Optimal Location of Concrete Piles in a Saturated Sandy Slope
|
Hajiazizi, Mohammad
|
|
2017
|
16 |
10 |
p. 1293-1301
|
artikel
|
| 14 |
Properties of Drained Shear Strength of Expansive Soil Considering Low Stresses and Its Influencing Factors
|
Xiao, Jie
|
|
2017
|
16 |
10 |
p. 1389-1398
|
artikel
|
| 15 |
SPT–CPTU Correlations and Liquefaction Evaluation for the Island and Tunnel Project of the Hong Kong–Zhuhai–Macao Bridge
|
Duan, Wei
|
|
2018
|
16 |
10 |
p. 1423-1434
|
artikel
|
| 16 |
Stability Evaluation of Un-braced Cuts
|
Shahnazari, Habib
|
|
2017
|
16 |
10 |
p. 1361-1369
|
artikel
|
| 17 |
Stiffness Degradation and Damping Ratio of Sand-Gravel Mixtures Under Saturated State
|
Bayat, Meysam
|
|
2017
|
16 |
10 |
p. 1261-1277
|
artikel
|
| 18 |
The Efficiency of the Ability of Isolation Piles to Control the Deformation of Tunnels Adjacent to Excavations
|
Zheng, G.
|
|
2018
|
16 |
10 |
p. 1475-1490
|
artikel
|
| 19 |
The Influence of Dynamic Replacement Method on the Adjacent Soil
|
Sękowski, Jerzy
|
|
2017
|
16 |
10 |
p. 1515-1522
|
artikel
|
| 20 |
Thermal Regime Analysis and Protective Measure Evaluation for Wide Embankment in Permafrost Regions of Qinghai-Tibet Plateau
|
Ma, Tao
|
|
2017
|
16 |
10 |
p. 1303-1316
|
artikel
|
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