Comparison of In Situ Laser-Induced Fluorescence (LIF) Measurements of Petroleum Hydrocarbons in Soils with Conventional Laboratory Measurements

1995 ◽  
Author(s):  
Stephen H. Lieberman ◽  
David S. Knowles ◽  
William C. McGrinnis ◽  
Michele Davey ◽  
T. Hampton
1988 ◽  
Vol 20 (11-12) ◽  
pp. 501-503 ◽  
Author(s):  
R. J. von Wedel ◽  
J. F. Mosquera ◽  
C. D. Goldsmith ◽  
G. R. Hater ◽  
A. Wong ◽  
...  

2001 ◽  
Vol 80 (3-4) ◽  
pp. 315-321 ◽  
Author(s):  
J.F. Cadorin ◽  
D. Jongmans ◽  
A. Plumier ◽  
T. Camelbeeck ◽  
S. Delaby ◽  
...  

AbstractTo provide quantitative information on the ground acceleration necessary to break speleothems, laboratory measurements on samples of stalagmite have been performed to study their failure in bending. Due to their high natural frequencies, speleothems can be considered as rigid bodies to seismic strong ground motion. Using this simple hypothesis and the determined mechanical properties (a minimum value of 0.4 MPa for the tensile failure stress has been considered), modelling indicates that horizontal acceleration ranging from 0.3 m/s2 to 100 m/s2 (0.03 to 10g) are necessary to break 35 broken speleothems of the Hotton cave for which the geometrical parameters have been determined. Thus, at the present time, a strong discrepancy exists between the peak accelerations observed during earthquakes and most of the calculated values necessary to break speleothems. One of the future research efforts will be to understand the reasons of the defined behaviour. It appears fundamental to perform measurements on in situ speleothems.


2021 ◽  
Vol 408 ◽  
pp. 124845
Author(s):  
Yaling Wang ◽  
Yi Huang ◽  
Puyu Xi ◽  
Xianliang Qiao ◽  
Jingwen Chen ◽  
...  

1999 ◽  
Vol 30 (3) ◽  
pp. 177-190 ◽  
Author(s):  
Per Atle Olsen

The hydraulic conductivity in structured soils is known to increase drastically when approaching saturation. Tension infiltration allows in situ infiltration of water at predetermined matric potentials, thus allowing exploration of the hydraulic properties near saturation. In this study, the near saturated (ψ≥-0.15 m) hydraulic conductivity was estimated both in the top- and sub-soil of three Norwegian soils. A priory analysis of estimation errors due to measurement uncertainties was conducted. In order to facilitate the comparison between soils and depths, scaling analysis was applied. It was found that the increase in hydraulic conductivity with increasing matric potentials (increasing water content) was steeper in the sub-soil than in the top-soil. The estimated field saturated hydraulic conductivity was compared with laboratory measurements of the saturated hydraulic conductivity. The geometric means of the laboratory measurements was in the same order of magnitude as the field estimates. The variability of the field estimates of the hydraulic conductivity from one of the soils was also assessed. The variability of the field estimates was generally smaller than the laboratory measurements of the saturated hydraulic conductivity.


1992 ◽  
Vol 30 (9) ◽  
pp. 335-343 ◽  
Author(s):  
V. Lopez-Avila ◽  
J. Benedicto ◽  
N. S. Dodhiwala ◽  
R. Young ◽  
W. F. Beckert

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