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FUDO Construction Co., Ltd. (Japan)
Homepage:
fudou.chiharuya.com
Alternate names:
FUDO Construction,
FUDO Construction Co., Ltd.,
不動建設株式会社
ROR:
01e5p2v68
OpenAlex ID:
I4405274284
Temperature Effects on Undrained Shear Characteristics of Clay
1995
·
Pisit Kuntiwattanakul
, Ikuo Towhata
, et al.
·
SOILS AND FOUNDATIONS
·
153
Cyclic Strength Characteristics of Tailings Materials
1980
·
Kenji Ishihara
, Jorge Troncoso
, et al.
·
SOILS AND FOUNDATIONS
·
112
Postcyclic Degradation of Strength and Stiffness for Low Plasticity Silt
2003
·
Kazuya Yasuhara
, Satoshi Murakami
, et al.
·
Journal of Geotechnical and Geoenvironmental Engineering
·
108
Effect of Soil Improvement on Ground Subsidence Due to Liquefaction
1996
·
SUSUMU YASUDA
, KENJI ISHIHARA
, et al.
·
土質工学会論文報告集
·
89
PDF
Prediction of Permanent Displacement of Liquefied Ground by Means of Minimum Energy Principle
1992
·
Ikuo Towhata
, Yasushi Sasaki
, et al.
·
SOILS AND FOUNDATIONS
·
76
Mechanism of Permanent Displacement of Ground Caused by Seismic Liquefaction
1992
·
Yasushi Sasaki
, Ikuo Towhata
, et al.
·
SOILS AND FOUNDATIONS
·
74
Liquefaction Characteristics of Sand Deposits at an Oil Tank Site During the 1978 Miyagiken-Oki Earthquake
1980
·
Kenji Ishihara
, Yasuhiro Kawase
, et al.
·
SOILS AND FOUNDATIONS
·
61
PDF
Effects of Overconsolidation on Liquefaction Characteristics of Sands Containing Fines
1978
·
K Ishihara
, M Sodekawa
, et al.
·
60
Undrained Shear Strength of Clay Improved with Sand Compaction Piles
1994
·
Akira Asaoka
, Takeshi Kodaka
, et al.
·
SOILS AND FOUNDATIONS
·
38
Soil Densification Due to Static Sand Pile Installation for Liquefaction Remediation
2000
·
Yoshimichi Tsukamoto
, Kenji Ishihara
, et al.
·
SOILS AND FOUNDATIONS
·
29
PDF
Earthquake response reduction of buildings by rocking structural systems
2002
·
Mitsumasa Midorikawa
, Tatsuya Azuhata
, et al.
·
Proceedings of SPIE, the International Society for Optical Engineering/Proceedings of SPIE
·
28
Present State of Sand Compaction Pile in Japan
1991
·
H Aboshi
, Y Mizuno
, et al.
·
21
Mass Permeability Concept in the Analysis of Treated Ground with Sand Drains
1995
·
Akira Asaoka
, Masaki Nakano
, et al.
·
SOILS AND FOUNDATIONS
·
18
PDF
Sand Liquefaction Through Volume Decrease Potential
1976
·
Kenji Ishihara
, Tadao Watanabe
·
SOILS AND FOUNDATIONS
·
18
Deformation Analysis of a Reclaimed Marine Foundation Subjected to Land Construction
1990
·
Mamoru Mimura
, Toru Shibata
, et al.
·
SOILS AND FOUNDATIONS
·
14
PDF
Generalized Limit Equilibrium Method and Its Relation to Slip Line Method
1991
·
Meiketsu Enoki
, Norio Yagi
, et al.
·
SOILS AND FOUNDATIONS
·
13
Design and Numerical Analysis of Road Embankment with Low Improvement Ratio Deep Mixing Method
2004
·
Hiroshi Miki
, Mitsuo Nozu
·
Geotechnical Engineering for Transportation Projects (GeoTrans)
·
12
Shearing Characteristic of Composite Ground and Its Application to Stability Analysis
1991
·
M Enoki
, N Yagi
, et al.
·
12
Examination of Slope Hazard Assessment by Using Case Studies of Earthquake- and Rainfall-Induced Landslides
2006
·
Masanori Mizuhashi
, Ikuo Towhata
, et al.
·
SOILS AND FOUNDATIONS
·
8
Relations between Penetration Resistance and Cyclic Strength to Liquefaction as Affected by KC-Conditions
2008
·
Kenji Harada
, Kenji Ishihara
, et al.
·
Geotechnical Earthquake Engineering and Soil Dynamics Congress IV
·
7
Use of Embedded Walls for Mitigation of Liquefaction-Induced Displacement in Slopes and Embankments
2000
·
Yoshihiro Kogai
, Ikuo Towhata
, et al.
·
SOILS AND FOUNDATIONS
·
7
Study on Development of Soil Improvement Method Using Construction Waste Soil
1996
·
Minoru Matsuo
, Minoru Kimura
, et al.
·
Doboku Gakkai Ronbunshu
·
7
PDF
Relation of Limit Equilibrium Method to Limit Analysis Method
1991
·
Meiketsu Enoki
, Norio Yagi
, et al.
·
SOILS AND FOUNDATIONS
·
6
On Stabilization Characteristics of Sand Compaction Piles
1973
·
Jiro Nakayama
, Eizaburo Ichimoto
, et al.
·
SOILS AND FOUNDATIONS
·
6
PDF
Increased Strength by applying Non-Vibratory SCP Method for soft clay ground
2006
·
Hirohumi SHONO
, Takuo YAMAGAMI
, et al.
·
Japanese Geotechnical Journal
·
5
PDF
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Works count:
75
Citation count:
1,485
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