Results 131 to 140 of about 626 (174)

Optimization and field validation of laterally loaded helical piles for solar farm infrastructure projects. [PDF]

Sci Rep
Kim HJ, Reyes JV, Kim HS, Park TW, Dinoy PR, Kim TE.   +5 more
europepmc   +1 more source

Experimental study on comprehensive detection technology of shallow gas in deep soft soil layer. [PDF]

Heliyon
Liu M, Sun F.
europepmc   +1 more source

The influence of anthropogenic regulation and evaporite dissolution on earthquake-triggered ground failure. [PDF]

Nat Commun
Bürgi P, Thompson EM, Allstadt KE, Murray KD, Mason HB, Ahdi SK, Katzenstein D.   +6 more
europepmc   +1 more source

Assessment of liquefaction resistance of soil with fines using cyclic hollow cylinder testing. [PDF]

PLoS One
Liu 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 Rep
Lian 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, Ozdemir Z, Hajirasouliha I, Pilakoutas K.   +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 Rep
Khatti 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 Rep
Li P, Guo S, Liang M, Lu Q.
europepmc   +1 more source

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Multi-scale analysis of cone penetration test (CPT) in a virtual calibration chamber

Canadian Geotechnical Journal, 2014
A virtual calibration chamber was developed using a three-dimensional (3D) discrete element method (DEM) to perform cone penetration tests (CPTs) on a discrete analogue of Ticino sand. The macroscale response of the DEM model was previously shown to be in good quantitative agreement with that of analogous physical models.
Antonio Gens, Marcos Arroyo, Catherine O'Sullivan   +2 more
exaly   +4 more sources