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Chow, Y. K., Phoon, K. K., Chow, W. F., Wong, K. Y. (2003) Low Strain Integrity Testing of Piles: Three-Dimensional Effects. Journal of Geotechnical and Geoenvironmental Engineering, 129 (11). 1057-1062 doi:10.1061/(asce)1090-0241(2003)129:11(1057)

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Reference TypeJournal (article/letter/editorial)
TitleLow Strain Integrity Testing of Piles: Three-Dimensional Effects
JournalJournal of Geotechnical and Geoenvironmental Engineering
AuthorsChow, Y. K.Author
Phoon, K. K.Author
Chow, W. F.Author
Wong, K. Y.Author
Year2003 (November)Volume129
Issue11
PublisherAmerican Society of Civil Engineers (ASCE)
DOIdoi:10.1061/(asce)1090-0241(2003)129:11(1057)Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID9703575Long-form Identifiermindat:1:5:9703575:4
GUID0
Full ReferenceChow, Y. K., Phoon, K. K., Chow, W. F., Wong, K. Y. (2003) Low Strain Integrity Testing of Piles: Three-Dimensional Effects. Journal of Geotechnical and Geoenvironmental Engineering, 129 (11). 1057-1062 doi:10.1061/(asce)1090-0241(2003)129:11(1057)
Plain TextChow, Y. K., Phoon, K. K., Chow, W. F., Wong, K. Y. (2003) Low Strain Integrity Testing of Piles: Three-Dimensional Effects. Journal of Geotechnical and Geoenvironmental Engineering, 129 (11). 1057-1062 doi:10.1061/(asce)1090-0241(2003)129:11(1057)
In(2003, November) Journal of Geotechnical and Geoenvironmental Engineering Vol. 129 (11) American Society of Civil Engineers (ASCE)

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Chow, Y. K., Phoon, K. K., Chow, W. F., Wong, K. Y. (2005) Closure to “Low Strain Integrity Testing of Piles: Three-Dimensional Effects” by Y. K. Chow, K. K. Phoon, W. F. Chow, and K. Y. Wong. Journal of Geotechnical and Geoenvironmental Engineering, 131 (2). 270 doi:10.1061/(asce)1090-0241(2005)131:2(270.1)
Amir, Joram M. (2005) Discussion of “Low Strain Integrity Testing of Piles: Three-Dimensional Effects” by Y. K. Chow, K. K. Phoon, W. F. Chow, and K. Y. Young. Journal of Geotechnical and Geoenvironmental Engineering, 131 (2). 269-270 doi:10.1061/(asce)1090-0241(2005)131:2(269)
Leung, C. F., Lim, J. K., Shen, R. F., Chow, Y. K. (2003) Behavior of Pile Groups Subject to Excavation-Induced Soil Movement. Journal of Geotechnical and Geoenvironmental Engineering, 129 (1). 58-65 doi:10.1061/(asce)1090-0241(2003)129:1(58)
Dash, B. K., Pise, P. J. (2003) Effect of Compressive Load on Uplift Capacity of Model Piles. Journal of Geotechnical and Geoenvironmental Engineering, 129 (11). 987-992 doi:10.1061/(asce)1090-0241(2003)129:11(987)
Shapiro, Saul, Yamamuro, Jerry A. (2003) Effects of Silt on Three-Dimensional Stress–Strain Behavior of Loose Sand. Journal of Geotechnical and Geoenvironmental Engineering, 129 (1). 1-11 doi:10.1061/(asce)1090-0241(2003)129:1(1)
Varadarajan, A., Sharma, K. G., Venkatachalam, K., Gupta, A. K. (2003) Testing and Modeling Two Rockfill Materials. Journal of Geotechnical and Geoenvironmental Engineering, 129 (3). 206-218 doi:10.1061/(asce)1090-0241(2003)129:3(206)
Lekha, K. R., Krishnaswamy, N. R., Basak, P. (2003) Consolidation of Clays for Variable Permeability and Compressibility. Journal of Geotechnical and Geoenvironmental Engineering, 129 (11). 1001-1009 doi:10.1061/(asce)1090-0241(2003)129:11(1001)
Carrier, W. David (2003) Goodbye, Hazen; Hello, Kozeny-Carman. Journal of Geotechnical and Geoenvironmental Engineering, 129 (11). 1054-1056 doi:10.1061/(asce)1090-0241(2003)129:11(1054)
Karunaratne, G. P., Chew, S. H., Leong, K. W., Wong, W. K., Lim, L. H., Yeo, K. S., Hee, A. M. (2003) Installation Stress in Prefabricated Vertical Drains. Journal of Geotechnical and Geoenvironmental Engineering, 129 (9). 858-860 doi:10.1061/(asce)1090-0241(2003)129:9(858)
Leung, C. F., Chow, Y. K., Shen, R. F. (2000) Behavior of Pile Subject to Excavation-Induced Soil Movement. Journal of Geotechnical and Geoenvironmental Engineering, 126 (11). 947-954 doi:10.1061/(asce)1090-0241(2000)126:11(947)
Shen, W. Y., Chow, Y. K., Yong, K. Y. (2000) Practical Method for Settlement Analysis of Pile Groups. Journal of Geotechnical and Geoenvironmental Engineering, 126 (10). 890-897 doi:10.1061/(asce)1090-0241(2000)126:10(890)
 
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