Zobrazeno 1 - 10
of 176
pro vyhledávání: '"Richard A. Coffman"'
Autor:
Nester, Thomas G.
Publikováno v:
The Journal of Southern History, 2013 Aug 01. 79(3), 725-726.
Externí odkaz:
https://www.jstor.org/stable/23795133
Publikováno v:
AIMS Geosciences, Vol 6, Iss 1, Pp 71-91 (2020)
The Turrell Arkansas Testing Site (TATS) is located in Northeastern Arkansas, United States. The site consists of approximately six meters of overconsolidated clay underlain by loose liquefiable sand deposits. Numerous traditional (rotary-wash boring
Externí odkaz:
https://doaj.org/article/5068999b739543149e54fa212b1205e0
Autor:
Julia I. Loshelder, Richard A. Coffman
Publikováno v:
Journal of Irrigation and Drainage Engineering. 149
Autor:
Sean E. Salazar, Richard A. Coffman
Publikováno v:
Remote Sensing, Vol 11, Iss 5, p 578 (2019)
Receiver design is integral to the development of a new remote sensor. An effective receiver delivers backscattered light to the detector while optimizing the signal-to-noise ratio at the desired wavelengths. Towards the goal of effective receiver de
Externí odkaz:
https://doaj.org/article/fb81c8f44f72427cab9351c22be65a13
Publikováno v:
Remote Sensing, Vol 11, Iss 3, p 289 (2019)
The hydrological and mechanical behavior of soil is determined by the moisture content, soil water (matric) potential, fines content, and plasticity. However, these parameters are often difficult or impractical to determine in the field. Remote chara
Externí odkaz:
https://doaj.org/article/53b3918857d844868438378d534893be
Publikováno v:
AIMS Geosciences, Vol 6, Iss 1, Pp 71-91 (2020)
The Turrell Arkansas Testing Site (TATS) is located in Northeastern Arkansas, United States. The site consists of approximately six meters of overconsolidated clay underlain by loose liquefiable sand deposits. Numerous traditional (rotary-wash boring
Publikováno v:
Geo-Congress 2022.
Autor:
Julia I. Loshelder, Richard A. Coffman
Publikováno v:
Geo-Congress 2022.
Autor:
Julia I. Loshelder, Richard A. Coffman
Publikováno v:
Geotechnical Testing Journal. 46:20220034
Publikováno v:
Geotechnical Testing Journal. 46:20210087