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L. I. N. de Silva
L. I. N. de Silva
在 uom.lk 的电子邮件经过验证
标题
引用次数
引用次数
年份
A density-and stress-dependent elasto-plastic model for sands subjected to monotonic undrained torsional shear loading
G Chiaro, J Koseki, LIN De Silva
272013
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 54 (4), 845-858, 2014
252014
Deformation characteristics of sand subjected to cyclic drained and undrained torsional loadings and their modelling
LIN De Silva
東京大学, 2008
182008
Effects of different pluviation techniques on deformation property of hollow cylinder sand specimens
LIN De Silva, J Koseki, T Sato
Geomechanics and Geotechnics of Particulate Media, 29-32, 2017
172017
Numerical modelling of the behaviour of model shallow foundations on geocell reinforced sand
C Sanjei, LIN De Silva
2016 Moratuwa Engineering Research Conference (MERCon), 216-221, 2016
142016
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 55 (3), 559-574, 2015
142015
Modeling the effects of static shear on the undrained cyclic torsional simple shear behavior of liquefiable sand
G Chiaro, LIN De Silva, J Koseki
112017
Extremely large post-liquefaction deformations of saturated sand under cyclic torsional shear loading
G Chiaro, T Kiyota, LIN De Silva, T Sato, J Koseki
112009
The effect of lateral confinement on the settlement characteristics of shallow foundations on sand
MP Amarasinghe, LIN De Silva, C Gallage
Geomate Journal 15 (51), 258-265, 2018
82018
Small strain deformation characteristics of granular materials in torsional shear and triaxial tests with local deformation measurements
T Kiyota, LIN De Silva, T Sato, J Koseki
Soil Stress-Strain Behavior: Measurement, Modeling and Analysis: A …, 2007
82007
High capacity hollow cylinder apparatus with local strain measurements
LIN De Silva, J Koseki, T Sato, L Wang
Geomechanics II: Testing, Modeling, and Simulation, 16-28, 2005
72005
Locally measured quasi-elastic deformation properties of geomaterials under torsional shear and triaxial loadings
LIN De Silva
Master’s degree Dissertation, The University of Tokyo, 2004
72004
An elasto-plastic model for liquefiable sands subjected to torsional shear loadings
G Chiaro, J Koseki, LIN De Silva
Constitutive Modeling of Geomaterials: Advances and New Applications, 519-526, 2013
62013
Stress-dilatancy behavior of loose sand during drained cyclic torsional shear loading
S Wahyudi, G Chiaro, LIN De Silva, J Koseki
62010
Small strain stiffness of Toyoura sand obtained from various techniques in IIS
RI Wicaksono, LIN De Silva, S Mulmi, T Enomoto, T Kiyota, Y Tsutsumi, ...
Seisan Kenkyu 60 (6), 561-564, 2008
62008
Kiyota., T. and Koseki, J.(2011):“An elasto-plastic model to describe the undrained cyclic behavior of saturated sand with initial static shear”
G Chiaro, LIN De Silva
Proc. 5th International Symposium on Deformation Characteristics of …, 0
5
Analysis of stability enhancement of soldier pile retaining wall
G Athmarajah, LIN De Silva
2019 Moratuwa Engineering Research Conference (MERCon), 644-650, 2019
42019
Development of an earth pressure cell to evaluate the total and effective stresses of soil
A Bandara, LIN De Silva, YWR Amarasinghe
2018 Moratuwa Engineering Research Conference (MERCon), 527-532, 2018
42018
Modelling of sand behavior in drained cyclic shear
LIN De Silva, J Koseki
2nd International Conference on Transportation Geotechnics (ICTG …, 2012
42012
Semi-tiered housing for laterite earth sloping lands—a sustainable solution with alternative materials and methods
MTR Jayasinghe, C Jayasinghe, K Kariyawasam, LIN De Silva
Journal of Green Building 13 (1), 56-72, 2018
32018
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