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MW O'Neill
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Journal Articles

Performance of Drilled Shafts with Isolation Tubes in an Expansive Environment

M-H Kim, MW O'Neill, SL Kramer
Journal: Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 2000, 23(3): 345–357.
https://doi.org/10.1520/GTJ11056J
Published Online: September 1, 2000
View Article titled, Performance of Drilled Shafts with Isolation Tubes in an Expansive Environment
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Journal Articles

Procedures for Prediction of Dynamic Lateral Pile Group Response in Clay from Single Pile Tests

GW Blaney, MW O'Neill
Journal: Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 1991, 14(1): 3–12.
https://doi.org/10.1520/GTJ10186J
Published Online: March 1, 1991
View Article titled, Procedures for Prediction of Dynamic Lateral Pile Group Response in Clay from Single Pile Tests
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Journal Articles

Dynamic Lateral Response of a Pile Group in Clay

GW Blaney, MW O'Neill
Journal: Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 1989, 12(1): 22–29.
https://doi.org/10.1520/GTJ10670J
Published Online: March 1, 1989
View Article titled, Dynamic Lateral Response of a Pile Group in Clay
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Journal Articles

Dynamically Loaded Pile in Overconsolidated Clay

GL Muster, II, MW O'Neill
Journal: Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. December 1986, 9(4): 189–197.
https://doi.org/10.1520/GTJ10629J
Published Online: December 1, 1986
View Article titled, Dynamically Loaded Pile in Overconsolidated Clay
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Journal Articles

Phenomenological Study of Model Piles in Sand

A Yazdanbod, MW O'Neill, RP Aurora
Journal: Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 1984, 7(3): 135–144.
https://doi.org/10.1520/GTJ10489J
Published Online: September 1, 1984
View Article titled, Phenomenological Study of Model Piles in Sand
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