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paper.dvi
https://www.dpmms.cam.ac.uk/~martin/Research/Publications/2001/hp01pcm.pdf11 Dec 2001: i). IjB - [B,B]. @@@@@. j[A,B]R. [[A,B], [A,B]]. kA? 7. Hyland and Power. ... ii). [A,C]kA- [[A,A], [A,C]]. [A,C]. w. w. w. w. w. w. -
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www.statslab.cam.ac.uk/~james/Markov/s110.pdf2 Oct 2001: O1[2' ),5' )6?'_$&1Ë.%4A+ ,5O'g?C56#P+?ì1'M?'. Ó F>Å+!"eê ¤ ê Ò Ka)6?@-2a¢ê £9¤ =Ãh)6,!" ,/ F F7?"56#N¢æ £ ... 1.'.)6,5'.)? 'e$;561['.0?-#!CBEÆ «! "= 1[0.@?' $:!-561(Ka/2?"S"a05+!"A+-)!"=61., @?'.$;!"5 13'!ì,5 1[A+ '.)6_%M)6?"$:5ì8;0?@ -
Officers Number, Lent Term 2001: University Officers
https://www.reporter.admin.cam.ac.uk/reporter/2000-01/special/12/i.pdf6 Mar 2001: A. D. J. MACFARLANE, KA. M. STRATHERN, G. University LecturersS. B. ... W. LOKE, KA. C. MINSON, WJ. TROWSDALEA. H. WYLLIE, JN, Head of Department, . -
Title: "Press-in Piling: The installation of instrumented steel…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/104_DFP_2001_199_208.pdf6 Oct 2001: Since Ka is typically 0.25-0.3, a driving shoe might be expected to reduce internal shaft friction by a factor of 2-4. ... σ'. τ'. σ’hC = Ka σ’vCKa = (1- sin φ) / (1 sin φ). -
PII: S0028-3932(99)00073-1
www.memlab.psychol.cam.ac.uk/pubs/Graham2000%20Neuropsygia.pdf12 Jan 2001: 415. [27] Keane MM, Gabrieli JDE, Mapstone HC, Johnson KA, Corkin. -
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www.statslab.cam.ac.uk/~james/Markov/s15.pdf2 Oct 2001: D;. {>GEF"53D>@-=v["5>G6?}6Ja é b v?={[ 3SL b >@?"5 35H(Ew6Ja!"D; W5X#_Z[W]TW Å ç<pñç#rÊòr_ó ô b d LbD$cb ) kÁ ÂÃÂÒõ( -
OfficersNoOct01.qk
https://www.reporter.admin.cam.ac.uk/reporter/2001-02/special/04/i.pdf2 Nov 2001: ProfessorsV. P. COLLINSA. COOKE, KY. W. LOKE, KA. C. MINSON, WJ. -
1 1PhD student, Cambridge University, Cambridge, UK2MEng student,…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/95_DFI_2000_299_310.pdf6 Oct 2001: σ' hC = Ka σ' vCKa = (1- sin φ) / (1- sin φ). -
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www.statslab.cam.ac.uk/~james/Markov/s17.pdf2 Oct 2001: "$#&%('),.-0/1324)5%6,78-09;:<1>=?0)5=@1?A-B941 CD),E"$#,?BF&)GIHJ/@#,9;%CK#,?B1LH)5%%1H-01 MND94-0/O-B/1P%)&-09;)&%),Q#,%R94%SG#,?B9#,%(-TM9;CA-0?B94UV-09;)&%W)&?T:<1#5CAV?015XZYD1:<1:3U1?T-B/#-3#[:<1#5CAV?01]W9CL#,%S'$?B)NG&1 -
Centrifuge and Analytical Studies of Full HeightBridge Abutment on ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR278.pdf17 Aug 2001: Page 3. Hf. Hr. HP. h. IP. Ka. K,. KP. KR.
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