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Takuya Egawa
Observed names:
T Egawa,
T. Egawa,
Takuya EGAWA
Institutions:
Civil Engineering Research Institute for Cold Region,
Public Works Research Institute
Observed institutions:
Ministry of Land, Infrastructure, Transport and Tourism,
Civil Engineering Research Institute for Cold Region,
Public Works Research Institute,
Japan Society of Civil Engineers
ORCID:
0009-0003-9550-7268
Observed ORCID:
0009-0003-9550-7268
OpenAlex ID:
A5038418956
Study on Liquefaction Characteristics of Volcanic Ash Soil: Report on Field Investigations in Hokkaido
2018
·
Takuya EGAWA
, Takahiro YAMANASHI
, et al.
·
Journal of Japan Association for Earthquake Engineering
·
4
PDF
Liquefaction Array Observations at Two Sites and Analysis of Their Records
2002
·
Jun-ichi NISHIKAWA
, Hirochika HAYASHI
, et al.
·
Doboku Gakkai Ronbunshu
·
3
PDF
Earthquake resistance of road embankments under influence of seepage water
2022
·
Hirochika Hayashi
, Jun’ichi Nishikawa
, et al.
·
Routledge eBooks
·
2
Investigation on the aseismic performance of pile foundations in volcanic ash ground
2018
·
T. Egawa
, T. Yamanashi
, et al.
·
CRC Press eBooks
·
1
Study on Liquefaction Characteristics of Volcanic ash soil: Report on Field Investigations in Hokkaido
2016
·
Takuya EGAWA
, Takahiro YAMANASHI
, et al.
·
Journal of Japan Association for Earthquake Engineering
·
1
PDF
Effects of soil fabric and particle strength on cyclic resistance ratio and shear moduli of the volcanic soils
2026
·
Tomoya Onodera
, Takashi Kiyota
, et al.
·
SOILS AND FOUNDATIONS
PDF
Experimental study of a rational liquefaction countermeasure for pile foundations in volcanic ash ground
2024
·
Takuya Egawa
, Koichi Isobe
, et al.
·
Japanese Geotechnical Society Special Publication
PDF
Aseismic performance of pile foundations in volcanic ash ground - Dynamic effective stress analysis of earthquake wave experiments -
2021
·
Takuya Egawa
·
The Japanese Geotechnical Society
A study on seismic reinforcement of pile foundation in volcanic ash ground. - Evaluation of soil-pile interaction subjected to liquefied ground in dynamic effective stress analysis -
2020
·
Takuya Egawa
·
The Japanese Geotechnical Society
Risk assessment of scouring of existing bridge foundation based on disaster history and topographic and geological information
2020
·
Koichi Isobe
, Koyo Shimizu
, et al.
·
Japan Society of Civil Engineers eBooks
Evaluation of Coefficient of Horizontal Subgrade Reaction of Piles in Liquefied Volcanic Ash Ground
2020
·
Takuya EGAWA
, Koichi ISOBE
, et al.
·
Journal of Japan Society of Civil Engineers Ser C (Geosphere Engineering)
PDF
Similarity Assessment of Transfer Functions of a Road Embankment based on Seismic Observations and Microtremor Measurements
2017
·
Yoshiya HATA
, Takuya EGAWA
, et al.
·
Journal of Japan Association for Earthquake Engineering
PDF
A study on the design of highway bridge pile foundations in volcanic ash ground
2012
·
K Tomisawa
, T Egawa
, et al.
·
CRC Press eBooks
Reevaluation of Orientation Error of Accelerometers in Tomakomai Liquefaction Array Observation System
2007
·
Satoshi NISHIMOTO
, Takuya EGAWA
, et al.
·
Doboku Gakkai Ronbunshuu A
PDF
Evaluation of the Seismic Behavior on Sandy Ground with Built-Up Pore Water Pressures by Effective Stress Analysis
2001
·
Jun′ichi Nishikawa
, Hirochika Hayashi
, et al.
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Works count:
15
Citation count:
11
H-index:
2
I10-index:
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