The influence of anthropogenic regulation and evaporite dissolution on earthquake-triggered ground failure. [PDF]
Nat CommunBürgi P +6 more
europepmc +1 more source
Assessment of liquefaction resistance of soil with fines using cyclic hollow cylinder testing. [PDF]
PLoS OneLiu J, Feng L, Zhang Y, Chen G.
europepmc +1 more source
Frequency domain analysis of torsional vibration of single pile in orthotropic viscoelastic layered foundation. [PDF]
Sci RepLian Z, Zhu Y, Jiu Y.
europepmc +1 more source
A Probabilistic Liquefaction Hazard Analysis: Case Studies from the Marmara Region. [PDF]
Geotech Geol Eng (Dordr)Sianko I +3 more
europepmc +1 more source
Evaluation of Ground Pressure, Bearing Capacity, and Sinkage in Rigid-Flexible Tracked Vehicles on Characterized Terrain in Laboratory Conditions. [PDF]
Sensors (Basel)Rauf O, Ning Y, Ming C, Haoxiang M.
europepmc +1 more source
Prediction of time-dependent bearing capacity of concrete pile in cohesive soil using optimized relevance vector machine and long short-term memory models. [PDF]
Sci RepKhatti J, Khanmohammadi M, Fissha Y.
europepmc +1 more source
Prediction of the displacements of the pile tops and ground surface around piles based on machine learning algorithms. [PDF]
Sci RepLi P, Guo S, Liang M, Lu Q.
europepmc +1 more source
Developing free swell index of soil test as smart experiment in virtual geotechnical engineering laboratory. [PDF]
Sci RepChebiyyam SKP, Kattamuri MR.
europepmc +1 more source
Related searches:
Empirical correlations of soil parameters based on Cone Penetration Tests (CPT) for Greek soils
Geotechnical and Geological Engineering, 2003This study presents the results of Cone Penetration Tests (CPT) and estimated correlations with the results of other in-situ tests (standard penetration test, cross-hole, seismocone) and laboratory tests (classification and undrained shear strength tests).
G Koukis, N Sabatakakis, G Tsiambaos
exaly +2 more sources