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Wrinkled membranesPart III: numerical simulations
www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p04-p.pdf23 Feb 2006: to reproducethe conditions that may exist at the beginning of a test. ... 5.1.1. Initial imperfections. Many different combinations of eigenmodes and scal-ing factors were considered to test the sensitivity of the results of the detailedwrinkling analysis -
add25_osaka_ICSMGE_2005_jpeg
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/164_ICSMGE_OSAKA_2005_Vol2_2103_2106.pdf12 Jan 2006: 2 METHODOLOGY. 2.1 Ground conditions. This series of pile load tests was conducted during summer 2003 at the Takasu test site located in Kochi, Japan. ... Figure 2. Ground conditions at test site. Figure 3. Arrangement of test piles. -
two-column lay out Millpress
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/163_ICSMGE_OSAKA_2005_Vol2_1685-1688.pdf18 Jan 2006: 2.5 Test programme. A series of four tests was conducted, using two grain sizes and two densities as shown in Table 1. ... Table 1. Summary of tests Dry Voids Relative Test D50 density, ratio, density, φpeak ψpeak (mm) ρd (kg/m3) e ID CD 2.24 1687 -
DISCUSSIONS AND CLOSURES dge mail: dge, ages inage- n-o ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/153_ASCE_2005_No17_Vol2_88_96.pdf18 Jan 2006: The solution to this drawback is to truncate only the test paf esm,nd. ... White et al.2003! report a precision better th0.05 pixels for test patches larger than 163 16 pixels in a varietof validation tests using GeoPIV. -
Ground Movement Predictions for Braced Excavationsin Undrained Clay…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/165_2005_Vol132_No4_465_477.pdf12 Oct 2006: Vaterland 1, Oslo. Vaterland 1 is one of several test sections on the Oslo SubwaySystem. ... The writers show thatthe undrained DSS test gives good displacement predictions.Since triaxial tests are more commonly available in practice, fur-ther -
Physics of Liquefaction Phenomenaaround Marine Structures M. B. de ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/169_ASCE_2006_132_4_de_groot.pdf15 Aug 2006: Also the stress path, i.e., therelationship between the different components of the effectivestress, is an interesting result of an undrained test, whereas it isusually imposed in dry tests. ... The result of an undrained test can, in principle, be -
A new design method for retaining walls in clay ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf18 Jan 2006: 4) FE simulation of an undrained triaxial test was used toplot the representative stress–strain curve. ... deformation zones.(3) Determine the active and passive strengths mobilized. from compression and extension triaxial tests, respec-tively. -
Stability of Submarine Pipelines on Liquefied SeabedsT. C. Teh1; ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/170_ASCE_2006_132_Teh.pdf15 Aug 2006: will. Fig. 3. Comparison between pipe displacement and liquefaction frontadvance in Test TM01. ... standard soil tests. It is therefore assumed that the liquefied soil is.
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