Results 241 to 250 of about 15,248 (302)

Pendulum column with inclined negative stiffness as a novel hybrid seismic isolation mechanism integrated into soil with pile-like characteristics. [PDF]

Sci Rep
Azizi A, Barghian M.
europepmc   +1 more source

Experimental study on vertical compressive bearing capacity of single pile in Weihe river second terrace. [PDF]

Sci Rep
Du X, Liu F.
europepmc   +1 more source

Performance evaluation of stabilized clay using sodium lignosulphonate. [PDF]

Sci Rep
Kumar A, Kumar P, Choudhary AK, Olaiya BC.   +3 more
europepmc   +1 more source

Mechanical behavior and constitutive modeling of CO2-foamed carbonated MgO-based solidified slurry under Unconsolidated Undrained (UU) triaxial conditions. [PDF]

PLoS One
Gao P, Xie J, You Q, Du X, Shao L, Xie W.   +5 more
europepmc   +1 more source

Mechanical and microstructural enhancement of clayey soils through recycled glass powder stabilization. [PDF]

Sci Rep
Tabaroei A, Bozorgvar F.
europepmc   +1 more source

Analysis of soil compression curves from uniaxial confined compression tests

Geoderma, 2011
The compressive behaviour of soil, the compression curve, is typically expressed in a semi-logarithmic diagram in the relationship between the logarithm of applied stress, sigma, and the void ratio, e.
Thomas Keller, Mathieu Lamandé, Per Schjønning   +2 more
exaly   +3 more sources

Calculation of the compression index and precompression stress from soil compression test data

Soil and Tillage Research, 2006
W R Whalley, C W Watts, Paul D Hallett
exaly   +2 more sources

soil compression

, 2014
openaire   +2 more sources

soil-compression pile

, 2014
openaire   +2 more sources