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BOLTON, M. D. (1986). GCotechnique 36, No. I.65578 The ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/14_Geotechnique_No36_Is1_65_78.pdf6 Jan 2004: Fig. 11(b) for Karlsruhe sand. 0 OO L onn 0 1000 oloooo" 100 200 400 800 1600. ... 500-. 0 100 200 300 400 500 600 700 o' kN/m’. -
Bolton, M. D. & Stewart, D. I. (1994). Gtkmxhnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/47_Geotechnique_No44_Issue1_111_127.PDF8 Jun 2004: decrements, sampled, and then set up in the stress-path triaxial apparatus under an isotropic effective stress s’ = 200 kPa. ... t. Test Vl DSWELL (Stewart, 1990). 50 100 150 200 0 b. -
The Role of Micro-Mechanics in Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/94_TR313.pdf5 Jan 2004: The Role of Micro-Mechanicsin Soil Mechanics. M.D.Bolton. CUED/D-Soils/TR313September 2000. Presented at the International Workshop on Soil CrushabilityYamaguchi University, Japan, July 1999. 1. The Role of Micro-Mechanics in Soil MechanicsMalcolm -
rther usey groundtigated toent, andmeasuredted. Thed of…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/118_ASCE_JG&GE_vol128_issue4_283_291.pdf6 Jan 2004: A rotation speed of 200 rpm or less is thought to be accableGirard 1985! -
ergroundg systemneed to mine soilgroutingulate the ed on. Factors ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/127_ASCE_JG&GE_vol129_issue3_254_262.pdf6 Jan 2004: In thistudy, Laponite grout was prepared by mixing 3% by weightgel-grade RD Laponite powder in 200 g de-aired water dyed rThe lack of setting properties and the small particle -
Collapse limit states of reinforced earth retaining walls M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/7_Geotechnique_No32_Issue4_349_367.pdf6 Jan 2004: Lee, Adams & Vagneron (1973) studied more realistic models 200-500mm high constructed in sand with ties cut from 0,013 mm aluminium foil. ... Distance from facing: mm. 160 200 I. 1.50 t Model I x P6. ,,/
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