Copyright © Philip M. Parker, INSEAD. Terms of Use.

| Domain | Definition |
Building & Civil Engineering | The premise of this theory is that the resistance to percolation along the "line of creep", the line of contact of the dam and cutoff with the foundations may be less than directly through the foundation materials on account of the difficulty of securing an intimate contact and that the hydraulic gradient is constant throughout the creep length. Source: European Union. (references) |
Source: compiled by the editor from various references; see credits. | |
Hexadecimal (or equivalents, 770AD-1900s) (references)42 4C 49 47 48 27 53      43 52 45 45 50      54 48 45 4F 52 59 |
| Leonardo da Vinci (1452-1519; backwards) (references)
|
Binary Code (1918-1938, probably earlier) (references)01000010 01001100 01001001 01000111 01001000 00100111 01010011 00100000 01000011 01010010 01000101 01000101 01010000 00100000 01010100 01001000 01000101 01001111 01010010 01011001 |
HTML Code (1990) (references)B L I G H ' S   C R E E P   T H E O R Y |
ISO 10646 (1991-1993) (references)0042 004C 0049 0047 0048 0027 0053      0043 0052 0045 0045 0050      0054 0048 0045 004F 0052 0059 |
Encryption (beginner's substitution cypher): (references)3646434142953237523939502544239495259 |
| 1. Synonyms 2. Orthography 3. Bibliography |
Copyright © Philip M. Parker, INSEAD. Terms of Use.