12.07.2015 Views

S - Kam Ng PhD Dissertation Final.pdf - Digital Repository of CCEE ...

S - Kam Ng PhD Dissertation Final.pdf - Digital Repository of CCEE ...

S - Kam Ng PhD Dissertation Final.pdf - Digital Repository of CCEE ...

SHOW MORE
SHOW LESS
  • No tags were found...

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Table 4.4: Summary <strong>of</strong> six external sources from literatures on other pile types embedded in cohesive soilsBORandSLTBORSLTBOR1SLTBORBORBORSLTBORSLTBORSLTBORSLTBORSLTBORSLTBORSLTBORSLTBORSLTTimeafterEOD, t(day)115 to 396, 280.6250.6251, 10561421, 8, 11, 2341, 44, 451, 9, 1254, 551, 7, 14, 1545, 50, 501, 12541 to 15450, 9010 to 46226 to 2324Ave.AR115136278176227169165124170157100190151184Average SPTN-value, NaReference;LocationCheng &Ahmad (2002);CanadaKarna (2001);Newark-NewJerseyFellenius(2002);Alberta-CanadaThibodeau andPaikowsky(2005);ConnecticutKim et al.(2009); IndianaThompson et al.(2009);MississippiPile types244 mm × 13.8 mmclosed end steel pipepile600 mm × 12.5 mmclosed end steel pipepile273 mm opened endsteel pipe pile273 mm closed end steelpipe pile324 mm closed end steelpipe pile356 mm square precastprestressed concrete pile406 mm square precastprestressed concrete pile457 mm steel monotubepile457 mm closed end steelpipe pile610 mm closed end steelpipe pile356 mm×12.7 mmclosed end steel pipepile600 mm square precastprestressed concrete pile750 mm square precastprestressed concrete pileNo.<strong>of</strong>pile11211113231373Averageemb. pilelength(m)14.336.9 to48.924.024.036.730.030.6, 34.9and 35.228.9 and36.736.3, 37.0and 43.147.917.4 to18.125.9 to32.027.7, 29.3and 29.3Hammer typeBermingHammer B-400ICE 206S-HMC Model86 and HPSIModel 2000ICE 42SDelmag 30-32,DKH-10U,Conmaco5200,andConmaco300ESoil pr<strong>of</strong>iledescriptionSilt to clayey siltand sandy siltGlacial depositwith clayey siltand claySilt and clayoverlaying claytillOrganic siltoverlaying glaciodeltaicdepositMixture <strong>of</strong> siltysand, silty clay,and clayey siltMixture <strong>of</strong> lowand high plasticityclay with somelayers <strong>of</strong> clayeysand34(Site 3)23 (South) and36 (North)3015(Area A) and20 (Area B)22 (S1) and35 (S2)6

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!