Search
Search Funnelback University
31 -
40 of
231
search results for KaKaoTalk:ZA31 24 24 |u:www-civ.eng.cam.ac.uk
where 0
match all words and 231
match some words.
Results that match 1 of 2 words
-
paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/balloons.pdf8 Feb 2000: 24. L2. h2B. 2(15). and. v =h 2. 24. L2. h2 B. ... u v = 2. h 2. 24. L. h. 2(19). u2 v2 =. h 2. 24. 2 L. h. 4B2 2. 4(20). Substituting back into Equation 18, ignoring higherorder terms, and -
Durability and Mechanical Properties of Deep-Mixed Clays
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-osman_abir.html10 Jul 2007: Furthermore, allowing the bentonite to hydrate for 24 hours or using a high shear mixer to mix the bentonite yielded much higher strengths and lower permeabilities at all ages for the -
ACM-186
www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf20 Jul 2004: The motorway has 3 lanes in each direction, of which 2 were assumed closed between 0:00-6:00 and 19:00-24:00, and one from 6:00-16:00, ... 5. 0 5 10 15 20 24. -4.5. -4. -3.5. -3. -
E:CURRENT_WORKCRTS TECHNOLOGYREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TR195.pdf5 Apr 2001: Configuration 12 13.4. 24 3.6. Circular 6 45.9. Configuration 12 12.5. ... apertures of 1, 3, 5, and 10 m, with 6, 12, and 24 ribs. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf25 Jul 2007: Figure 24 demonstrates its implementation. This system was shown to be practical and even more effective than the equivalent near-surface mounted (NSM) strengthening scheme due to there being no possibility ... Drilled holes Injected paste. Strengthening -
frprcs9final00067
www-civ.eng.cam.ac.uk/cjb/papers/cp85.pdf26 Mar 2010: The stress steps were chosen to give failure after about 24 hours so that a daily cycle of tests could be performed. -
report1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf21 Mar 2001: TB =. 1. 24. 24b1 0 b2 0 b3 00 c1 0 c2 0 c3c1 b1 c2 b2 c3 b3. ... Figure 3.2: Equilibrium surface. 24. 0.2 0.1 0 0.1 0.2. 0.1. -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR317.pdf28 Feb 2002: Figure 23: Pore pressures measured in test SKH-11 35 Figure 24: Accelerations measured in test SKH-12 37. ... of approximately 20% magnitude. No significant ground displacement was measured. The results of test SKH-12 are plotted in Figure 24. -
A Numerical Approach to the Kinematic Analysis of Deployable ...
www-civ.eng.cam.ac.uk/dsl/publications/Numerical_approach.pdf20 Mar 2006: Hence substituting Equation 23. into Equation 24, one obtains. (T1T ′̄AT3TB̄T1TC̄ T3TD̄) θA. ... 23. 7 Definition of hinge angle θA. 24. 8 Deployable square frame proposed by Hedgepeth. -
report_final.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR192.pdf21 Mar 2001: 2.24). wherefromYoung(1989p.68). I x. =. R3t. 1. 3t 2R+. t2 R2. ... The transformation of the nodal coordinates is2. 4XYZ. 35 =. 24 cos sin 0sin cos 0.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.