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Research Output 1996 2019

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Paper
2017

Influence of placement and configuration of small diameter steel pipe pile on slope reinforcement

Hazarika, H., Watanabe, N., Sugahara, H. & Suzuki, Y., Jan 1 2017, p. 2151-2154. 4 p.

Research output: Contribution to conferencePaper

Steel pipe
reinforcement
Piles
Reinforcement
pile
2015

Analyses of the lateral force on stabilizing piles in sandy slope

He, Y., Hazarika, H., Watanabe, N. & Sugahara, H., Jan 1 2015, p. 1099-1102. 4 p.

Research output: Contribution to conferencePaper

Piles
pile
soil movement
Soils
soil

Analysis of coastal structure damaged by the 2011 off the Pacific Coast of Tohoku Earthquake-Field investigation and numerical simulation-Field i

Ohsumi, T., Hazarika, H., Hara, T., Kuribayashi, K., Kuroda, S., Takezawa, K. & Hideo, F., Jan 1 2015, p. 2498-2503. 6 p.

Research output: Contribution to conferencePaper

coastal structure
Levees
Liquefaction
earthquakes
liquefaction

Effects of reinforcement on the geo-structure for mitigation of the earthquake effects

Chaudhary, B., Hazarika, H., Sah, B. & Krishna, A. M., Jan 1 2015, p. 2319-2323. 5 p.

Research output: Contribution to conferencePaper

Earthquake effects
retaining wall
earthquakes
Retaining walls
reinforcement

Environmentally friendly and cost reducing technique towards tsunami disaster mitigation of coastal structures

Hazarika, H., Jan 1 2015, p. 1111-1116. 6 p.

Research output: Contribution to conferencePaper

coastal structure
tsunamis
Tsunamis
tires
tire
1 Citation (Scopus)

Improvement effects of two and three dimensional geosynthetics used in liquefaction countermeasures

Hazarika, H. & Abdullah, A., Jan 1 2015, p. 2336-2341. 6 p.

Research output: Contribution to conferencePaper

tires
geosynthetics
tire
Liquefaction
Tires
1 Citation (Scopus)

Improvement of shallow foundation using non-liquefiable recycle materials

Abdullah, A. & Hazarika, H., Jan 1 2015, p. 1863-1867. 5 p.

Research output: Contribution to conferencePaper

PLAXIS
tire
Tires
tires
Liquefaction
1 Citation (Scopus)

New reinforcing method for improving the bearing capacity of breakwater foundation against earthquake and tsunami

Chaudhary, B., Hazarika, H., Monji, N., Nishimurai, K., Ishikura, R. & Kasama, K., Jan 1 2015, p. 1273-1278. 6 p.

Research output: Contribution to conferencePaper

tsunamis
Tsunamis
Breakwaters
breakwater
earthquakes
2013
1 Citation (Scopus)

Geoenvironmental approach to restoration of agricultural land damaged by tsunami

Omine, K., Moqsud, M. A. & Hazarika, H., Jan 1 2013, p. 3057-3060. 4 p.

Research output: Contribution to conferencePaper

Tsunamis
tsunami
Restoration
agricultural land
Soils
2012
1 Citation (Scopus)

Experimental study on the consolidation behavior of ultra-soft clay with horizontal geosynthetic drainage layer by siphon method

Tong, J., Yasufuku, N., Omine, K. & Hazarika, H., Jan 1 2012, p. 207-212. 6 p.

Research output: Contribution to conferencePaper

Siphons
soft clay
geosynthetics
Consolidation
Drainage
2005

On stability improvement of gravity type onshore and offshore structures

Hazarika, H., Nov 21 2005, p. 567-572. 6 p.

Research output: Contribution to conferencePaper

Caissons
Offshore structures
Gravitation
Earthquakes
Stiffness
2003
12 Citations (Scopus)

Seismic Stability Enhancement of Rigid Nonyielding Structures

Hazarika, H., Okuzono, S. & Matsuo, Y., Dec 1 2003, p. 1244-1249. 6 p.

Research output: Contribution to conferencePaper

Rigid structures
Earth (planet)
Retaining walls
2000

New approach to the finite element slope stability analysis incorporating the slice and the pile deformations

Hazarika, H., Terado, Y. & Hayamizu, H., Jan 1 2000, p. 630-636. 7 p.

Research output: Contribution to conferencePaper

Slope stability
Safety factor
Failure analysis
Piles
Numerical analysis