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K. Ilamparuthi
Observed names:
Dr. K. Ilamparuthi,
Ilamparuthi K,
Ilamparuthi K.,
Ilamparuthi, K.,
K ILAMPARUTHI,
K Ilamparuthi,
Kanniappan Ilamparuthi
show all 7
Institution:
Anna University, Chennai
Observed institutions:
Islamic Azad University Sanandaj Branch,
University of Kurdistan,
Anna University, Chennai,
Sathyabama Institute of Science and Technology
OpenAlex ID:
A5049762228
Experimental investigation of the uplift behaviour of circular plate anchors embedded in sand
2002
·
K Ilamparuthi
, E A Dickin
, et al.
·
Canadian Geotechnical Journal
·
206
Ultimate bearing capacity prediction of shallow foundations on cohesionless soils using neurofuzzy models
2007
·
D. Padmini
, K. Ilamparuthi
, et al.
·
Computers and Geotechnics
·
177
Laboratory studies on geotextile filters as used in geotextile tube dewatering
2006
·
A MUTHUKUMARAN
, K ILAMPARUTHI
·
Geotextiles and Geomembranes
·
117
The influence of soil reinforcement on the uplift behaviour of belled piles embedded in sand
2001
·
K Ilamparuthi
·
Geotextiles and Geomembranes
·
87
Anchors in sand bed: delineation of rupture surface
1999
·
K Ilamparuthi
, K Muthukrishnaiah
·
Ocean Engineering
·
83
Predictions of the uplift response of model belled piles in geogrid-cell-reinforced sand
2001
·
K Ilamparuthi
·
Geotextiles and Geomembranes
·
49
Performance of anchor in sand with different forms of geosynthetic reinforcement
2020
·
V. Kishor Kumar
, K. Ilamparuthi
·
Geosynthetics International
·
21
A study on the hyperspectral signatures of sandy soils with varying texture and water content
2013
·
Y. Divya
, S. Sanjeevi
, et al.
·
Arabian Journal of Geosciences
·
18
Study on Uplift Behaviour of Plate Anchor in Geogrid Reinforced Sand Bed
2008
·
K. Ilamparuthi
, P. T. Ravichandran
, et al.
·
Geotechnical Earthquake Engineering and Soil Dynamics Congress IV
·
18
Quantitative Models for Strength of Lime Treated Expansive Soil
2012
·
Amir Asad Nasrizar
, K. Ilamparuthi
, et al.
·
ASCE Geo-Congress
·
16
Numerical analyses of soil-mat foundation and space frame system
2012
·
D. Daniel Thangaraj
, K. Ilamparuthi
·
Interaction and multiscale mechanics
·
12
Response of Footing on Sand Slopes
2009
·
S. V. Anil Kumar
, K. Ilamparuthi
·
12
Studies on Textural and Compositional Characteristics of Sand and Clay Mixtures Using Hyperspectral Radiometry
2014
·
Y. Divya
, S. Sanjeevi
, et al.
·
Journal of the Indian Society of Remote Sensing
·
10
Effect of Placement Water Content on Strength of Temperature Cured Lime Treated Expansive Soil
2010
·
Amir Asad Nasrizar
, M. Muttharam
, et al.
·
10
Laboratory Study on Response of Single Pile Adjacent to Supported Cut
2018
·
R. K. Madhumathi
, K. Ilamparuthi
·
Geotechnical and Geological Engineering
·
7
Behavior of geogrid encased stone column and stone column stabilized soft clay bed
2006
·
S Malarvizhi
, K Ilamparuthi
·
Taylor & Francis eBooks
·
6
Interpretation of electric piezocone data of Chennai coast
2009
·
M.S. Ravi Sharma
, K. Ilamparuthi
·
Ocean Engineering
·
5
Centrifuge Model Tests and Numerical Analysis of Uplift Capacity of Strip Anchors in Geogrid-Reinforced Sand
2023
·
Selçuk Bildik
, Edward Alan Dickin
, et al.
·
Applied Sciences
·
4
PDF
Evaluation of Soil Parameters by Using Light Cone Penetrometer
2018
·
S. P. Raghu Prasanth
, A. Arun Perumal
, et al.
·
Lecture notes in civil engineering
·
2
Response of Single Pile Due to Deep Excavation and Underground Openings
2018
·
Akhil Ambooken
, R. K. Madhumathi
, et al.
·
Lecture notes in civil engineering
·
2
Performance of Footing on Reinforced Soil Bed
2011
·
M. Balamaheswari
, K. Ilamparuthi
·
2
Study on Compaction Characteristics and Strength through Ultrasonic Method
2005
·
T. Senthilmurugan
, K. Ilamparuthi
·
2
Experimental and analytical study on the behaviour of circular piled raft on sand
2005
·
Balakumar V.
, Kalaiarasi V.
, et al.
·
IOS Press eBooks
·
2
Consolidation of Soft Clay by Vacuum Method
2011
·
G. Nithya
, K. Ilamparuthi
·
1
Piled Raft Analysis and Design Methodology
2011
·
N. Dharmarajan
, K. Ilamparuthi
·
1
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Works count:
39
Citation count:
874
H-index:
12
I10-index:
14
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