Results 151 to 160 of about 80,651 (204)

Compression-Tension-Asymmetry and Stiffness Nonlinearity of Collagen-Matrigel Composite Hydrogels. [PDF]

Adv Healthc Mater
Böhringer D, Hinrichsen J, Gataulin R, Wiedenmann S, Spörrer M, Sherifova S, Steinmann P, Holzapfel GA, Fabry B, Budday S.   +9 more
europepmc   +1 more source

Study on constitutive model of marine soft soil based on disturbed state concept. [PDF]

Sci Rep
Zhang H, Sun Y, Liu Y, Wu K, Zheng Y, Lu H, Chen R.   +6 more
europepmc   +1 more source

Mechanical Forces and Mechanotransduction in COPD: Pathogenesis, Clinical Phenotypes, and Therapeutic Implications. [PDF]

Int J Chron Obstruct Pulmon Dis
Li J, Qin E, Zhang C, Yu Y, Liu L, Sun J, Pu G, Tang J.   +7 more
europepmc   +1 more source

Enhanced forecasting of friction and cohesion of augmented unsaturated soil with nanostructured quarry fines (NQF) addition. [PDF]

Sci Rep
Kamchoom V, Van DB, Hosseini S, Alimoradijazi M, Amini-Khoshalan H, Mirzaghorbanali A, Shokri BJ, Arunachalam KP.   +7 more
europepmc   +1 more source

研究速報 : Cyclic Undrained Strength of Sand by Simple Shear Test and Triaxial Test 2 （Stress-Strain Conditions in Simple Shear Test）

研究速報 : Cyclic Undrained Strength of Sand by Simple Shear Test and Triaxial Test 2 （Stress-Strain Conditions in Simple Shear Test）
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A review of cyclic simple shear test on soils: challenges and new solutions

International Journal of Advances in Engineering Sciences and Applied Mathematics, 2022
Madhusudhan Bangalore Ramu
exaly   +2 more sources

Damping at Small Strains in Cyclic Simple Shear Test

Journal of Geotechnical and Geoenvironmental Engineering, 1998
Cyclic tests were conducted to study damping properties of two reconstituted sands and three laboratory-made clays at small cyclic shear strain amplitudes of approximately 0.001-0.04%, employing a recently developed constant-volume equivalent-undrained direct simple shear device for small-strain testing.
Mladen Vucetic, LANZO, Giuseppe, Macan Doroudian   +2 more
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Multidirectional Cyclic Simple Shear Testing of an Overconsolidated Glacial Till

9th International SUT Offshore Site Investigation Geotechnics Conference Proceedings “Innovative Geotechnologies for Energy Transition”, 2023
Offshore wind turbine (OWT) foundations are subjected to millions of complex cyclic loads over their design life. This includes loads induced by wind, waves, and turbine operation. Several studies have investigated these cyclic loads as unidirectional and at high constant amplitudes, but this is not representative of the type of loads experienced by an
Z Qiu, B W Byrne, C M Martin
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Simple shear tests with a varying shearing direction during cyclic shearing

Géotechnique Letters, 2014
Tests with cyclic lateral loading on a pile have shown that the pile reacts to a change of loading direction with increasing accumulation of lateral displacements. This phenomenon is known as ‘pile drift’. To investigate this behaviour at small scale under laboratory conditions, a specifically designed simple shear apparatus with two shearing axes was
C. Rudolph, J. Grabe, I. Albrecht
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