Design of the Future Mexico City Airport: Attaining Resilience in Soft Ground
The Lake Texcoco region to the east of Mexico City is famed for its deep lacustrine deposits of compressible clay, which amplify ground shaking during seismic events. The area is also gradually subsiding...

Transactions of the American Society of Civil Engineers 2016
Transactions of the American Society of Civil Engineers Vol. 181, 2016 contains abstracts for all ASCE journal and periodical papers and technical notes, Civil Engineering - ASCE feature...

Transactions of the American Society of Civil Engineers 2015
Transactions of the American Society of Civil Engineers Vol. 180, 2015 contains abstracts for all ASCE journal and periodical papers and technical notes, Civil Engineering - ASCE feature...

The Evolution of Launched Soil Nails: A 30-Year Retrospective
Launched soil nails are a unique remedial technology in the geotechnical construction toolbox. These 20-ft-long, 1.5-in.-diameter nails are installed in a single shot using a compressed air "cannon" at...

Testing
The purchaser shall specify in the contract documents which structures or components of structures are to be tested. If a proof test of a structure or a component of a structure is specified,...

Transactions of the American Society of Civil Engineers 2014
Transactions of the American Society of Civil Engineers Vol. 179, 2014 contains abstracts for all ASCE journal and periodical papers and technical notes, Civil Engineering - ASCE feature...

Transactions of the American Society of Civil Engineers 2013
Transactions of the American Society of Civil Engineers Vol. 178, 2013 contains abstracts for all ASCE journal and periodical papers and technical notes, Civil Engineering - ASCE feature...

Dynamic Shearing Properties Of Compacted Clay
A series of 116 Q-type triaxial compression tests was performed using specimens of Goose Lake clay compacted at water contents ranging from 9 percent dry of optimum to 3 percent on the...

Axial Capacity of Steel Pipe Piles in Clay
Development of theories for the prediction of the axial compressive and tensile load capacities of driven piles is made difficult by a variety of factors, e.g., disturbance of the soil...

Asset Management of Earth Retaining Structures: Design through Design Life
Regarding new earth retaining structures (ERS) construction, the message is clear: plan for asset management. New construction is certainly not immune to performance issues, and the time...

Transactions of the American Society of Civil Engineers 2012
Transactions of the American Society of Civil Engineers Vol. 177, 2012 contains abstracts for all ASCE journal and periodical papers and technical notes, Civil Engineering - ASCE feature...

On the Interpretation of Drilled Foundation Load Test Results

Transactions of the American Society of Civil Engineers 2011
Transactions of the American Society of Civil Engineers Vol. 176, 2011 contains abstracts for all ASCE journal and periodical papers and technical notes, Civil Engineering - ASCE feature...

Underground Compressed Air Energy Storage (CAES)

Transactions of the American Society of Civil Engineers 2010
Transactions of the American Society of Civil Engineers Vol. 175, 2010 contains abstracts for all ASCE journal and periodical papers and technical notes, Civil Engineering - ASCE feature...

Transactions of the American Society of Civil Engineers 2009
Transactions of the American Society of Civil Engineers Vol. 174, 2009 contains abstracts for all ASCE journal and periodical papers and technical notes, Civil Engineering - ASCE feature...

Analysis of the Tension Leg Stable Platform

Transactions of the American Society of Civil Engineers 2008
Transactions of the American Society of Civil Engineers Vol. 173, 2008 contains abstracts for all ASCE journal and periodical papers and technical notes, Civil Engineering - ASCE feature...

Conical Test Load Measuring Compressibility
(Originally published in J. of Geotechnical Engineerin, 1993, 119(5) 965-971.)...

Design Considerations for Expansion of an Existing Landfill Over Extremely Compressible Soils

 

 

 

 

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