Liquefaction Mitigation at JFK Airport Using Dynamic Compaction
Use of Engineering Geophysics to Investigate a Site for a Bridge Foundation
Laterally Loaded Pile Group Effects and P-Y Multipliers
Jet Grouting for Microtunneling and Shaft Construction in Highly Congested Utility Corridors
A Case Study of Ground Improvement for a Major Power Plant in Jacksonville, Florida
Some Effects of Soil Heterogeneity on Bearing Capacity of Shallow Foundations
Lime Cement Columns for the Reconstruction of Interstate 15 in Salt Lake City, Utah
Embankment Construction in an Urban Environment: The Interstate 15 Experience
Ground Modification and MSE Retaining Walls at Johnson C. Smith University, Charlotte, NC
Soil Strengthening by Grouting
Reducing Settlement Risks in Residual Piedmont Soils Using Rammed Aggregate Pier Elements
Limit Analysis of Reinforced Foundation Soils
Ground Improvement Feasibility Reports for Large Highway Projects: A Case Study of the Woodrow Wilson Bridge Replacement Project
Foundations and Ground Improvement
This proceedings,
Selected Geotechnical papers of James K. Mitchell
Civil Engineering Classics
Sponsored by the Geo-Institute of ASCE. This collections contains 35 key papers by James K. Mitchell during his extraordinary career as a geotechnical...
Going Against the Grain
Conventional wisdom has it that granular soils perform better in mechanically stabilized earth (MSE) wall systems. Their properties are well known and simple to express in mathematical...
Impact of Scaling Rule on Simulating the Transport of DNAPLs
Due to the pollutants from lots of industry sewage and organic solvents, they arelow solubility in water and hard to decompose in nature, didn.t treated adequately, itwill cause the ground...
Geotechnical Testing, Observation, and Documentation
A geotechnical report, field and laboratory testing, as well as observation and documentation are all integral parts of most geotechnical projects. A technician is usually dispatched to...
Centrifugal Modeling and Numerical Analysis of the Improvement of Soft Clay under Embankment
Assessing Foundation Damage in Karst Using Electrical Resistivity Tests
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