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Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp53.pdf20 Dec 2001: TABLE 2. CONCRETE MIX DESIGN. Material Quantity, kg/m3 Percentage by weight, %. aggregate (5 mm) 973 43.7. sand 703 31.6. OP cement 373 16.8. -
TechRep_1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf26 Mar 2001: Then, in the next step(frequency extraction step), the boundary conditions are changed to the actualones, described above, by using BOUNDARY, OP=NEW option. ... Then, in the frequency analysisstep, the boundary conditions are released while the nodes at -
RE-APPRAISAL OF TERZAGHI’S SOIL MECHANICS
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR316.pdf17 Aug 2001: slope. Each cylinder length shortens.Each radius swells. Stress circles increase in size and are tangential to the pair of lines OP andOp′ in Fig. -
p96s41.PDF
www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf19 Jan 2001: By controlling thebond at particular locations along the beam, the designer can op-timize both the ultimate capacity and the rotation capacity of abeam. -
Numerical modelling of theelectrokinetic remediation ofheavy metal…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf17 Aug 2001: a; = wiai (7). u; = op; (8). and 0,: = w,D, (9).
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