Title: Mirror / Lateral Pressure
Style: Drum n Bass
Format: MP3 FLAC DTS ASF MPC WMA XM MP2 DMF
FLAC size: 1758 mb | MP3 size: 1172 mb | WMA size: 1855 mb
Pieter K – Mirror, Lateral Pressure. Label: Breakbeat Science Recordings – BBSCI007. Illustration, Design – Arnold.
Album · 2002 · 2 Songs. Lateral n Pieter K. Electronic. Listen on Apple Music.
Mirror by Pieter Engelbrecht. I speak to myself in the mirror The mirror speaks to me alone is that realy you mirror or is it just me alone I speak a thousand words for you to hear. What does this mirror know about feelings about dreams about humanity. Is this reflection me Is this the person I've become Am I a product, created by this mirror Or is this mirror created by me. I speak to myself in the mirror The mirror speaks to me alone is that realy you mirror, or is it just me alone. Poems by Pieter Engelbrecht : 2, 2. prev. Tamara Felix (6/1/2010 6:28:00 PM). I luv ur poem-mirror.
Lateral means "sideways". In fact, the mirror image is really a reversal of the the object in the direction perpendicular to the mirror's surface (called the normal). Our perception of lateral inversion in our mirror image doesn't depend on imagining going behind the mirror and turning around. However, I do think that we may rotate objects and images mentally when trying to see what direction seems reversed. 12) Now, let's consider writing or text, again.
LyricsPieter K. - Mirror.
Bearing Capacity Factor Nq. Coefficient of Lateral Earth Pressure K. Friction Angle on Pile Skin. Adhesion Coefficient. The soil around a driven pile is compressed during construction and the lateral earth pressure of this soil acting on the pile skin is greater than the earth pressure at rest (given by coefficient K0) and smaller than the maximum earth pressure (passive earth pressure given by coefficient Kp): Reference values of the coefficient of lateral earth pressure K are listed later in the table. The coefficient of lateral earth pressure K is approximated as follows: where: K0.
The ratio of lateral to vertical earth pressure in this no lateral strain condition is termed the coefficient of earth pressure at rest, K0 σ3/σ1. Here σ3 is the principal horizontal stress and σ1 is the principal vertical stress, both in a soil mass having a cylindrical form of test apparatus. Earth Pressure Pressure Cell Medium Sand Loose Sand Dense Sand. These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.
- Phonographic Copyright (p) – Breakbeat Science Recordings
- Copyright (c) – Breakbeat Science Recordings
- Illustration, Design – Arnold*
- Written-By, Producer – Pieter K
Barcode and Other Identifiers
- Barcode: 802043100705
- Matrix / Runout (Side A): BBS-007-A
- Matrix / Runout (Side B): BBS-007-AA