2.8(top 20%)
impact factor
5.1K(top 5%)
papers
178.5K(top 2%)
citations
164(top 2%)
h-index
2.8(top 20%)
impact factor
5.5K
all documents
189.0K
doc citations
239(top 2%)
g-index
Top Articles
# | Title | Journal | Year | Citations |
---|---|---|---|---|
1 | Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2001 | 1,277 |
2 | Microbially Induced Cementation to Control Sand Response to Undrained Shear | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2006 | 1,136 |
3 | Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2006 | 1,127 |
4 | Factors of Safety and Reliability in Geotechnical Engineering | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2000 | 840 |
5 | Probabilistic Slope Stability Analysis by Finite Elements | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2004 | 744 |
6 | Suction Stress Characteristic Curve for Unsaturated Soil | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2006 | 708 |
7 | Quantifying Biomediated Ground Improvement by Ureolysis: Large-Scale Biogrout Experiment | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2010 | 656 |
8 | Liquefaction Resistance of Soils from Shear-Wave Velocity | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2000 | 611 |
9 | Bender Elements: Performance and Signal Interpretation | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2005 | 550 |
10 | Analytical Prediction for Tunneling-Induced Ground Movements in Clays | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 1998 | 549 |
11 | Seismic Soil-Pile-Structure Interaction Experiments and Analyses | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 1999 | 546 |
12 | Biological Considerations in Geotechnical Engineering | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2005 | 518 |
13 | Undrained Fragility of Clean Sands, Silty Sands, and Sandy Silts | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2002 | 505 |
14 | Factors Affecting Efficiency of Microbially Induced Calcite Precipitation | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2012 | 503 |
15 | Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2004 | 493 |
16 | Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft Soil | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2002 | 478 |
17 | Physicochemical and Engineering Behavior of Cement Treated Clays | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2004 | 473 |
18 | Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2001 | 448 |
19 | Shear Strength and Stiffness of Silty Sand | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2000 | 432 |
20 | Influence of Spatial Variability on Slope Reliability Using 2-D Random Fields | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2009 | 416 |
21 | Simplified Procedure for Estimating Earthquake-Induced Deviatoric Slope Displacements | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2007 | 408 |
22 | Effect of Desiccation on Compacted Natural Clays | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2001 | 406 |
23 | Goodbye, Hazen; Hello, Kozeny-Carman | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2003 | 403 |
24 | Key Parameters for Strength Control of Artificially Cemented Soils | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2007 | 396 |
25 | Simplified Frequency Content Estimates of Earthquake Ground Motions | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 1998 | 385 |
26 | Review of Soil-Water Characteristic Curve Equations | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 1997 | 373 |
27 | Effect of Fines and Confining Stress on Undrained Shear Strength of Silty Sands | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 1998 | 372 |
28 | Experimental Optimization of Microbial-Induced Carbonate Precipitation for Soil Improvement | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2013 | 369 |
29 | Stability Analyses of Rainfall Induced Landslides | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2004 | 367 |
30 | Effects of Nonplastic Fines on the Liquefaction Resistance of Sands | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2001 | 362 |
31 | Computational Model for Cyclic Mobility and Associated Shear Deformation | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2003 | 358 |
32 | Shear Modulus and Damping Relationships for Gravels | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 1998 | 355 |
33 | CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2006 | 346 |
34 | Investigation of Rate of Erosion of Soils in Embankment Dams | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2004 | 343 |
35 | Shear Behavior of Railway Ballast Based on Large-Scale Triaxial Tests | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 1998 | 342 |
36 | Linear Representation of Steady-State Line for Sand | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 1998 | 330 |
37 | Assessment of the Liquefaction Susceptibility of Fine-Grained Soils | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2006 | 325 |
38 | Use of Class C Fly Ashes for the Stabilizationof an Expansive Soil | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2001 | 322 |
39 | Stress-Strain Behavior of Sands Cemented by Microbially Induced Calcite Precipitation | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2015 | 321 |
40 | Erosion Function Apparatus for Scour Rate Predictions | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2001 | 317 |
41 | Hydraulic Conductivity and Swelling of Nonprehydrated GCLs Permeated with Single-Species Salt Solutions | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2001 | 315 |
42 | Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 1997 | 313 |
43 | Behavior of Stone Columns Based on Experimental and FEM Analysis | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2007 | 306 |
44 | Liquefaction Susceptibility Criteria for Silts and Clays | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2006 | 301 |
45 | Probabilistic Assessment of Slope Stability That Considers the Spatial Variability of Soil Properties | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2010 | 296 |
46 | Fundamental Parameters of Cement-Admixed Clay—New Approach | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2004 | 294 |
47 | Database for Retaining Wall and Ground Movements due to Deep Excavations | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2001 | 293 |
48 | Effect of Fly Ash on Engineering Properties of Expansive Soils | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2004 | 291 |
49 | Shredded Tires and Rubber-Sand as Lightweight Backfill | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 1999 | 287 |
50 | Assessing the Potential of Internal Instability and Suffusion in Embankment Dams and Their Foundations | Journal of Geotechnical and Geoenvironmental Engineering - ASCE | 2008 | 287 |