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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: b = -0.357. b = -0.420. b = -0.343. 1 2 3 5 10 20 30 50average particle size (mm). ... 0.2. 0.51. 2. 5. 10. 20. 50fσ (MPa). mean /- 2s. -
���� �������� ��� ����� �� �� ���� ��� ������ ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/112_Geotechnique_No51_Issue10_835_847.pdf5 Jan 2004: F1 66 # - , ' < ' H 3K/ ' EK/ '! & ) - 1. 0. –5. –10. –15. –20. –25. –30. ... 20. 20. 20. 10! ;< ;< 3 :. >.> $! "#$. -
gt490411 543..552
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/79_Geotechnique_No49_Is4_543_552.pdf5 Jan 2004: 100. 90. 80. 70. 60. 50. 40. 30. 20. 10. 00.01 0.1 1 10. ... 20. Stress level effectIt has been seen from Fig. 9 that the bigger the. -
325 Lee, C. J., Bolton, M. D. & Al-Tabbaa, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/119_Geotechnique_No52_Issue5_325_335.pdf5 Jan 2004: 25 50D 29 22 17 52 40 3050 15 12 10 37 26 20. ... 20% 40% 75%(7) Briaud et al. (1991) 17 096 1980 1320 628. -
gt480506 667..679
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70_Geotechnique_No48_Is5_667_679.pdf5 Jan 2004: Average particle size: mm. 0.2. 0.5. 1. 2. 5. 10. 20. ... 50. σ f: M. Pa. b 5 20.357. b 5 20.343. -
White, D. J., Take, W. A. & Bolton, M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/133_Geotechnique_No53_Issue7_619_632.pdf5 Jan 2004: A subset of 20 dots fromthe array of 480 3 mm diameter dots was selected torepresent reference markers in a typical experiment. ... 100. 80. 60. 40. 20. 00 50 100 150 200. Horizontal coordinate: mm. -
gt470211 347..352
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/62_Geotechnique_No47_Issue5_347_352.pdf5 Jan 2004: Filtration pressure: kPa. k c: 1. 06. m/s. 0 10 20 30 40 50 600.4. ... Filtration pressure: kPa0 10 20 30 40 50 60. 0.25. 0.30. -
gt490110 133..141
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/77_Geotechnique_No49_Is1_133_141.pdf5 Jan 2004: ór ÿóè 2ô 2áãâ (20)At the cavity wall, equation (7) shows that. ... 80. 60. 40. 20. 00 2 4 6 8 10 12. -
Take, W. A. & Bolton, M. D. (2003). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128_Geotechnique_No53_Issue2_159_172.pdf5 Jan 2004: 3(b)). After the tensiometer has been left inthis state for at least 20 min, the vacuum is released andfurther time is allowed for saturation of the filter underatmospheric pressure. ... After leaving the tensiometer. in this state for at least 20 min, -
Bolton, M. D. & Powrie, W. (1987). GCorechnique 37, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/15_Geotechnique_No37_Is3_335_353.pdf6 Jan 2004: 0 10 20 30 40 50 01 1. Loading Jaky (1944) Unloading’ Wrath (1972). ... the foot of the prototype of DWC 08 with 20 m penetration might have influenced the results.
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