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The effects of the depositional environment and post-depositional processes on the engineering properties of Quaternary clays in the Saga Plain

Bulletin of engineering geology and the environment, 2020-04, Vol.79 (3), p.1137-1152

2020

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Behaviour of Winged PVD and the Method for Calculating Its Induced Degree of Consolidation

International journal of geosynthetics and ground engineering, 2022-08, Vol.8 (4), Article 50

2022

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Lesson Learned from Catastrophic Floods in Western Japan in 2018: Sustainable Perspective Analysis

Water (Basel), 2020-09, Vol.12 (9), p.2489

2020

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Methods for evaluating overconsolidation ratio from piezocone sounding results

Underground space (Beijing), 2017-09, Vol.2 (3), p.182-194

2017

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Effect of pore water chemistry on anisotropic behavior of clayey soil and possible application in underground construction

Underground space (Beijing), 2016-12, Vol.1 (2), p.114-123

2016

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Interpretation of density profile of seabed sediment from nuclear density cone penetration test results

Soils and foundations, 2013-10, Vol.53 (5), p.671-679

2013

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Holocene Deposits in Saga Plain: Leaching Mechanism and Soil Sensitivity

Geotechnical and geological engineering, 2017-10, Vol.35 (5), p.2107-2122

2017

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Effect of environment change on the strength of cement/lime treated clays

Frontiers of Architecture and Civil Engineering in China, 2012-06, Vol.6 (2), p.153-165

2012

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Self-healing capacity of GCLs under simulated field conditions

Geotextiles and geomembranes, 2024-01

2024

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Environmental changes in Ariake Sea of Japan and their relationships with Isahaya Bay reclamation

Marine pollution bulletin, 2018-10, Vol.135, p.832-844

2018

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PVD improvement of soft Bangkok clay with and without vacuum preloading using analytical and numerical analyses

Geotextiles and geomembranes, 2015-11, Vol.43 (6), p.547-557

2015

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Semi-analytical solution to pumping test data with barrier, wellbore storage, and partial penetration effects

Engineering geology, 2017-08, Vol.226, p.44-51

2017

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Predicting bending failure of CDM columns under embankment loading

Computers and geotechnics, 2017-11, Vol.91, p.169-178

2017

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2D and 3D analyses of an embankment on clay improved by soil–cement columns

Computers and geotechnics, 2015-07, Vol.68, p.28-37

2015

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Effect of Surface Roughness on Soil-Geogrid/Geotextile Interface Shear Strengths

International journal of geosynthetics and ground engineering, 2024-06, Vol.10 (3)

2024

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Evaluation of hydraulic parameters from pumping tests in multi-aquifers with vertical leakage in Tianjin

Computers and geotechnics, 2015-07, Vol.68, p.196-207

2015

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Lithostab as Technique for Improving the Geotechnical Performance of a Lateritic Soil in Road Construction

Tu mu gong cheng yu jian zhu, 2022-09, Vol.16 (9)

2022

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Finite element simulation of an embankment on soft clay – Case study

Computers and geotechnics, 2013-03, Vol.48, p.117-126

2013

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Thermomechanical and Hydrous Effect of Heavy Fuel Oil in a Building Material Based on Silty Clayey Soil

Tu mu gong cheng yu jian zhu, 2023-05, Vol.17 (5)

2023

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Study of the sedimentation and self-weight consolidation behavior of seafloor sediments using a radioisotope densitometer

Marine georesources & geotechnology, 2019-02, Vol.37 (2), p.256-265

2019

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Reconnaissance report on geotechnical damage caused by a localized torrential downpour with emergency warning level in Kyushu, Japan

Soils and foundations, 2021-04, Vol.61 (2), p.600-620

2021

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Evaluation of the uplift behavior of plate anchor in structured marine clay

Marine georesources & geotechnology, 2017-08, Vol.35 (6), p.758-768

2017

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Observation of Static Load of L-Shaped Retaining Wall Constructed on Short Wooden Pile Using Fiber Optic Geogrid BOTDR Method

Indian Geotechnical Journal, 2016-12, Vol.46 (4), p.398-407

2016

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NUMERICAL SIMULATIONS OF FLOOD AND INUNDATION FOR EVALUATING THE EFFECTS OF NOKOSHI AND OPEN LEVEE IN JOBARU RIVER

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2013, Vol.69 (4), p.I_1537-I_1542

2013

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NUMERICAL SIMULATIONS OF FLOOD AND INUNDATION FOR EVALUATING THE EFFECTS OF NOKOSHI AND OPEN LEVEE IN JOBARU RIVER

Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 2013, Vol.69(4), pp.I_1537-I_1542

2013

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The effects of the depositional environment and post-depositional processes on the engineering properties of Quaternary clays in the Saga Plain

Behaviour of Winged PVD and the Method for Calculating Its Induced Degree of Consolidation

Lesson Learned from Catastrophic Floods in Western Japan in 2018: Sustainable Perspective Analysis

Methods for evaluating overconsolidation ratio from piezocone sounding results

Effect of pore water chemistry on anisotropic behavior of clayey soil and possible application in underground construction

Interpretation of density profile of seabed sediment from nuclear density cone penetration test results

Holocene Deposits in Saga Plain: Leaching Mechanism and Soil Sensitivity

Effect of environment change on the strength of cement/lime treated clays

Self-healing capacity of GCLs under simulated field conditions

Environmental changes in Ariake Sea of Japan and their relationships with Isahaya Bay reclamation

PVD improvement of soft Bangkok clay with and without vacuum preloading using analytical and numerical analyses

Semi-analytical solution to pumping test data with barrier, wellbore storage, and partial penetration effects

Predicting bending failure of CDM columns under embankment loading

2D and 3D analyses of an embankment on clay improved by soil–cement columns

Effect of Surface Roughness on Soil-Geogrid/Geotextile Interface Shear Strengths

Evaluation of hydraulic parameters from pumping tests in multi-aquifers with vertical leakage in Tianjin

Lithostab as Technique for Improving the Geotechnical Performance of a Lateritic Soil in Road Construction

Finite element simulation of an embankment on soft clay – Case study

Thermomechanical and Hydrous Effect of Heavy Fuel Oil in a Building Material Based on Silty Clayey Soil

Study of the sedimentation and self-weight consolidation behavior of seafloor sediments using a radioisotope densitometer

Reconnaissance report on geotechnical damage caused by a localized torrential downpour with emergency warning level in Kyushu, Japan

Evaluation of the uplift behavior of plate anchor in structured marine clay

Observation of Static Load of L-Shaped Retaining Wall Constructed on Short Wooden Pile Using Fiber Optic Geogrid BOTDR Method

NUMERICAL SIMULATIONS OF FLOOD AND INUNDATION FOR EVALUATING THE EFFECTS OF NOKOSHI AND OPEN LEVEE IN JOBARU RIVER

NUMERICAL SIMULATIONS OF FLOOD AND INUNDATION FOR EVALUATING THE EFFECTS OF NOKOSHI AND OPEN LEVEE IN JOBARU RIVER

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