[HTML][HTML] Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests

G Chiaro, J Koseki, T Sato - Soils and Foundations, 2012 - Elsevier
This study focused on the role which static shear plays on the large deformation behavior of
loose saturated sand during undrained cyclic loading. A series of undrained cyclic torsional …

[HTML][HTML] Effects of induced anisotropy on multiple liquefaction properties of sand with initial static shear

T Morimoto, Y Aoyagi, J Koseki - Soils and Foundations, 2019 - Elsevier
The multiple liquefaction phenomenon has been attracting the attention of more and more
researchers and engineers since the 2010–2011 Christchurch Earthquakes and the 2011 …

[HTML][HTML] Effects of small and large shear histories on multiple liquefaction properties of sand with initial static shear

T Morimoto, Y Aoyagi, J Koseki - Soils and Foundations, 2019 - Elsevier
It has been reported that soils belonging to slope grounds show different types of
liquefaction behavior than those belonging to horizontal grounds. Some research has also …

[HTML][HTML] Stress–dilatancy relationships of sand in the simulation of volumetric behavior during cyclic torsional shear loadings

LIN De Silva, J Koseki, S Wahyudi, T Sato - Soils and Foundations, 2014 - Elsevier
In order to describe the volumetric behavior of soil subjected to shearing, a relationship that
deals with the ratio of plastic strain increments to stress ratio (ie a stress–dilatancy …

[HTML][HTML] A stress–strain description of saturated sand under undrained cyclic torsional shear loading

LIN De Silva, J Koseki, G Chiaro, T Sato - Soils and Foundations, 2015 - Elsevier
A constitutive model to describe the cyclic undrained behavior of saturated sand is
presented. The increments in volumetric strain during undrained loading, which are equal to …

[PDF][PDF] Modeling the effects of static shear on the undrained cyclic torsional simple shear behavior of liquefiable sand

G Chiaro, LIN De Silva, J Koseki - 2017 - ir.canterbury.ac.nz
Spanning from purely theoretical standpoint to practical applications, there is a particular
interest to enhance understanding of the effects of static shear on the cyclic behavior of soil …

[PDF][PDF] Large deformation properties of reconstituted Christchurch sand subjected to undrained cyclic torsional simple shear loading

G Chiaro, T Kiyota, H Miyamoto - 2015 - ir.canterbury.ac.nz
Severe liquefaction was repeatedly observed during the 2010-2011 C hristchurch
earthquake s, particularly affecting deposits of fine sands and silty sands of recent fluvial or …

On the influence of initial static shear on large deformation behavior of very loose Toyoura sand in undrained cyclic torsional shear tests

M Umar, G Chiaro, T Kiyota - Japanese Geotechnical Society …, 2016 - jstage.jst.go.jp
This paper reports on the influence of initial static shear on large deformation behavior of
very loose (Dr= 24-30%) Toyoura sand subjected to undrained cyclic torsional loading. A …

[PDF][PDF] ANTI-CANDIDIASIS ACTIVITY OF THE ORANGE JASMINE (MURRAYA PANICULATA [L.] JACK.) AND SYZYGIUM POLYANTHUM [WIGHT.] WALP. LEAVES …

SAF Kusuma, H Irma Erika, D Ramdhani… - 2023 - wjpr.s3.ap-south-1.amazonaws.com
Objective: The present study investigated the antifungal properties of different extract of the
Orange jasmine and Syzygium polyanthum leaf extract against Candida albicans. Methods …

[PDF][PDF] Large deformation characteristic of loose sand in undrained cyclic torsional shear tests with initial static shear

M Umar, G Chiaro, T Kiyota - The 3rd International Conference on …, 2017 - researchgate.net
This paper reports on extremely large strain behaviour of loose (Dr= 25-30%) and very loose
(Dr= 20-24%) Toyoura sand specimens observed in cyclic undrained torsional shear tests …