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• W1973174027 abstract "Fig. 9 of Seo et al. (2013) shows load reaching at the tip of the micropile, but from the text, it appears that loads were calculated using readings of strain gauge (SG1) located 177 mm above the tip. The 177-mm-long segment of the pile above the tip also develops side frictional resistance; if that is deducted from the measured load at SG1, then it can be shown that the tip load is almost zero at all load increments. At the final load increment, the test load is about 3,600 kN, which is equal to 78% of the pile structural capacity of 4,600 kN. The easiest way of determining load at the tip is to extend the load transfer lines between strain gauges SG2 and SG1 to the tip of the pile. For brevity, the strain gauge located at Location 1 in Table 5 of the original article has been termed as SG1 and Location 2 as SG2, and so on. For example, Osterberg Cell is placed on a 150–300-mm-thick concrete bearing pad, which rests on the base of the hole. The side friction developed around the bearing pad is deducted from O-cell readings to determine tip load (Schmertmann et al. 2001). Nearly zero tip loads for all the load increments when accompanied with a significant amount of tip settlement shall indicate that the tip resistance is negligible because of the presence of soft sediments between the tip and the base of the hole." @default.
• W1973174027 created "2016-06-24" @default.
• W1973174027 creator A5059144594 @default.
• W1973174027 date "2015-06-01" @default.
• W1973174027 modified "2023-09-25" @default.
• W1973174027 title "Discussion of “Instrumented Static Load Test on Rock-Socketed Micropile” by Hoyoung Seo, Monica Prezzi, and Rodrigo Salgado" @default.
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• W1973174027 doi "https://doi.org/10.1061/(asce)gt.1943-5606.0001262" @default.
• W1973174027 hasPublicationYear "2015" @default.
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