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Lymphatics-on-a-chip microphysiological system: engineering lymphatic structure and function <i>in vitro</i>.

Lab Chip
Peng Y, Lee E.
europepmc   +1 more source

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Monotonic and cyclic behaviour of sand in direct simple shear test conditions considering low stresses

Soil Dynamics and Earthquake Engineering, 2021
Abstract Many geotechnical problems, such as buried pipeline–soil interaction and wave loading on sand seabeds, require the soil behaviour at relatively low effective stresses as compared to that in typical geotechnical practice. Monotonic and cyclic direct simple shear (DSS) tests were conducted on dry sand under constant normal stress, ranging from
Bipul Hawlader
exaly   +2 more sources

Effect of Loading Frequency on Volumetric Strain Accumulation and Stiffness Improvement in Sand under Drained Cyclic Direct Simple Shear Tests

Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2021
AbstractThe effect of the loading frequency on the volumetric strain accumulation, stiffness improvement, and damping ratio of silica sand during cyclic shearing of the silica sand was investigated...
Zhen-Zhen Nong, Sung-Sik Park
exaly   +2 more sources

Drained cyclic behaviour and state-dependent stress–dilatancy relationship of sand in direct simple shear tests

Soil Dynamics and Earthquake Engineering, 2023
Bipul Hawlader, Mahmud Amer Al Tarhouni
exaly   +2 more sources

Monotonic and post cyclic behavior of sands under different strain paths in direct simple shear tests

Engineering Geology, 2022
Hamid Reza Tohidvand, Masoud Hajialilue-Bonab, Hooshang Katebi   +2 more
exaly   +2 more sources

Cyclic behavior of port-said soft clay in cyclic direct simple shear tests

Transportation Geotechnics
Abdullah M Gàlàa, Mohamed F Mansour
exaly   +2 more sources

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
openaire   +1 more source

Cyclic direct simple shear testing of a Beaufort Sea clay

Canadian Geotechnical Journal, 1995
Results are presented for undrained direct simple shear tests on a Beaufort Sea cohesive soil. Monotonic and one-way cyclic loading response characteristics are identified for a number of loading scenarios. The critical level of repeated loadings (CLRL) is determined for two overconsolidation ratios from tests having 30 000 cycles of loading ...
W.O. McCarron, J.C. Lawrence, R.J. Werner, J.T. Germaine, D.F. Cauble   +4 more
openaire   +1 more source

Direct Simple Shear Testing for Post-Cyclic Degradation in Stiffness of Nonplastic Silt

Geotechnical Testing Journal, 2004
Abstract Using a sequential procedure of cyclic and postcyclic direct simple shear tests, the stiffness degradation characteristics of nonplastic silt are studied during and immediately after cyclic loading by direct simple shear (DSS) tests.
BW Song, K Yasuhara, S Murakami
openaire   +1 more source

Advancing the state of the art of cyclic direct simple shear Testing: Histories, current status, challenges and future trends

Soil Dynamics and Earthquake Engineering
Xin Kang, Louis Ge
exaly   +2 more sources