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                             15 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 Assessing and Updating Damage Probabilities for a Deep Excavation in Mexico City Soft Soils Sainea-Vargas, C. J.

50 5 p. 671-688
artikel
2 Assessment of the Twin-Tunnel Interaction Mechanism in Kenny Hill Formation Using Contraction Ratio Method Govindasamy, Darvintharen

50 5 p. 825-837
artikel
3 Design Specifications for Diaphragm Wall: State of the Art James, Anu

50 5 p. 838-847
artikel
4 Estimated Empirical Correlations Between Shear Wave Velocity and SPT-N Value for Indore City Using NLR and ANN Shukla, Deepshikha

50 5 p. 784-800
artikel
5 Impact of Pile Head Rigidity on the Response of Piled Raft in Sand Under Pseudo-Static Loading Halder, Prasun

50 5 p. 810-824
artikel
6 Influence of Initial Void Ratio on Critical State Behaviour of Poorly Graded Fine Sands Ekinci, Abdullah

50 5 p. 689-699
artikel
7 Influence of Lime Sludge and Sodium Salts on the Strength and Structural Behavior of Clayey Soils–Granite Stone Slurry Dust Composite with Curing Ramesh, H. N.

50 5 p. 801-809
artikel
8 Laboratory Creep Parameter Determination of Sand–TDA Mixtures with Subsequent FEM Validation Foriero, Adolfo

50 5 p. 710-725
artikel
9 Model Test Study on the Influence of Tunnel Construction on Existing Pipeline Under the Condition of Pipeline Leakage Wang, Hai-tao

50 5 p. 700-709
artikel
10 Numerical Modeling of Wave Feature to Enhance the Performance of Buried Steel Pipelines Subjected to Faulting Displacements Naghdali, Mehrdad

50 5 p. 739-752
artikel
11 Performance Behavior of Geogrids at Interface of Ballast and Granular Soil Bhardwaj, Anoop

50 5 p. 753-765
artikel
12 Rainfall-Induced Slope Failures and Use of Bamboo as a Remedial Measure: A Review Gidon, J. S.

50 5 p. 766-783
artikel
13 Site Response Study and Amplification Factor for Shallow Bedrock Sites Parihar, Aditya

50 5 p. 726-738
artikel
14 Study on Bearing Capacity of Belled Uplift Piles in Soft Clay Area Yu, Mingyuan

50 5 p. 848-858
artikel
15 Study on Effect of Ground Improvement on Lateral Load Carrying Capacity of Pile using Developed Simplified Soil–Pile Stiffness Matrix Mitra, Tanumaya

50 5 p. 859-870
artikel
                             15 gevonden resultaten
 
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