scholarly journals Impact of temperature variation on penetration test parameters in compacted soils

2014 ◽  
Vol 19 (5) ◽  
pp. 628-648 ◽  
Author(s):  
H. Eslami ◽  
S. Rosin-Paumier ◽  
A. Abdallah ◽  
F. Masrouri
2016 ◽  
pp. 699-705
Author(s):  
A Boukelia ◽  
H Eslami ◽  
S Rosin-Paumier ◽  
F Masrouri

2020 ◽  
Vol 205 ◽  
pp. 07011
Author(s):  
Mojdeh Lahoori ◽  
Sandrine Rosin-Paumier ◽  
Yves Jannot ◽  
Ahmed Boukelia ◽  
Farimah Masrouri

Thermal energy storage in compacted soils can be considered as a new economically efficient and environmentally friendly technology in geotechnical engineering. Compacted soils are usually unsaturated; therefore, reliable estimates and measurements of their thermal properties are important in the efficiency analysis of these structures. In this study, a method is used to estimate the thermal properties of an unsaturated compacted soil. Several temperature sensors were placed in a thermo-regulated metric scale container to monitor the imposed temperature variation in the range of the 20 to 50 °C. This imposed temperature variation reproduced the temperature variation in the thermal energy storages. An inverse analytical model based on a one-dimensional radial heat conduction equation is used to estimate the thermal diffusivity using the temperature variation between two temperature sensors. The volumetric heat capacity was measured using a calorimeter in the laboratory, enabling the estimation of the thermal conductivity of the compacted soil. Then, this estimated thermal conductivity was compared with the thermal conductivity values measured with two other methods (steady-state and transient-state method). The difference between them are discussed in terms of the sample heterogeneity, sample size, and measurement method.


Author(s):  
Ahmed A. H. Al-Obaidi ◽  
Qudama A. A. Al-Ashoishi

Dynamic cone penetration test (DCPT) is a fast, economical and easy to conduct. It is widely used to assess the strength of natural and compacted soils. The device is introduced in the 1950s. However, it was newly introduced in Iraq. This study aims to evaluate the potentials of DCP in geotechnical explorations in the gypseous soil since it covers a large area of the country and to obtain correlations with the California bearing ratios (CBR) and investigating the effect of gypsum on the CBR-DCP relationship. Field and Laboratory tests were conducted on soil sample retrieved from six sites with different gypsum contents (28-41) %. Laboratory tests include performing CBR and DCP tests in a cylindrical mold. A statistical analysis of the results shows that gypsum content is an affecting factor on DCP and good CBR-DCP correlations on gypsum content were obtained.


2016 ◽  
Vol 209 ◽  
pp. 128-142 ◽  
Author(s):  
Songyu Liu ◽  
Haifeng Zou ◽  
Guojun Cai ◽  
Tejo Vikash Bheemasetti ◽  
Anand J. Puppala ◽  
...  

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