POLAND BUKU YANG BERKAIT DENGAN «K P A»
Ketahui penggunaan
k p a dalam pilihan bibliografi berikut. Buku yang berkait dengan
k p a dan ekstrak ringkas dari yang sama untuk menyediakan konteks penggunaannya dalam kesusasteraan Poland.
1
Soil Mechanics in Engineering Practice - Strona 186
Ans. 38, 42, 19, 96, 44 kPa. 3. An undisturbed sample of soft clay is taken from a depth at which o-^ = 50 kPa and a'p = 100 kPa. A specimen is set up in the triaxial cell and under a fully drained condition is subjected to a final equal all-around ...
Karl Terzaghi, Ralph B. Peck, Gholamreza Mesri, 1996
2
Carbon Dioxide in Non-aqueous Solvents at Pressures Less ...
Solvents Containing Nitrogen Holloway Road, London, N7 8DB, U.K. July 1991 CRITICAL EVALUATION: solubilities at a partial pressure of 101.3 kPa from the two sources do not agree. Values for 313.2 K are 0.0114 (Jou) and 0.0137 ...
3
Formulas of Acoustics - Strona 378
Because mostly kpa <K 1, the following approximations are possible: Ji(kpa) (kpR) m*-p If one introduces the abbreviation: ... (kpa) \ ^/p Si(kpa Vp ^/jISiCkpal-SiCkpR) 1-u kpa • S0(kpa) (27) (28) (29) (30) then the effective material data finally ...
4
Artificial Intelligence in Medicine: Proceedings of the ... - Strona 214
b) --> po2(a) --> po2(mv) •+ po2(a) •+ po2(mv) 3.3 kFa * .5 kPa 50- .3 kPa * .5 kPa 01 #: kPa * .8 kPa #F .6 kpa • # kPa 0i .3 kPa * .g. kra - .3 kPa * .0 kPa 41 # kPa * .3 kPa 11 4.2 kPa Qi .3 kPa - 4.5 kPa * .5 kPa * 4.6 k8a of .5 kPa - 5.0 kPa * .3 ...
Steen Andreassen, Rolf Engelbrecht, Jeremy Wyatt, 1993
5
Deformation Characteristics of Geomaterials: Proceedings ...
Proceedings of the Fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul 2011, 1-3 September 2011, Seoul, Korea C.-K. Chung, H.-K. Kim, J.-S. Lee. Shear stress, 1 (kPa) Shear stress, 1 (kPa) Shear stress, ...
C.-K. Chung, H.-K. Kim, J.-S. Lee, 2012
6
Pre-failure Deformation Characteristics of Geomaterials: ...
... -*-TS0.5Hzs = 100 kPa A- TS 0.5 Hz s = 200 kPa - a- TS 0 5 Hz 8 = 400 kPa Figure 4. 1 7. Initial damping ratio against reference stress level in suction controlled RC and TS tests: (a) optimum compacted material; (b) wet compacted material.
Jamiolkowski, Renato Lancellotta, D. Lo Presti, 2001
7
Nine Gems of Sanskrit Literature: Mukundamālā ; ...
Collection of nine classical Sanskrit works with English translation.
Classical poem on Krishna (Hindu deity); text, introduction and English translation.
Nārāyaṇabhaṭṭapāda, K. P. A. Menon, 1999
Collection of verses on Puruṣarthas, Hindu doctrines.
10
Atulakavi's Mūṣikavaṃśamahākāvyam
Classical Sanskrit poem with English translation on Mūshaka dynasty.
Atulakavi, K. P. A. Menon, 1999
