TY - JOUR
T1 - Continuous pressurization method for a rapid determination of the soil water characteristics curve for remolded and undisturbed cohesionless soils
AU - Alowaisy, Adel
AU - Yasufuku, Noriyuki
AU - Ishikura, Ryohei
AU - Hatakeyama, Masanori
AU - Kyono, Shuu
N1 - Funding Information:
This research was supported in part by Grant-in-Aids for Scientific Research (A) (20H00266) from the Japan Society for the Promotion of Science (JSPS) KAKENHI. The authors express their gratitude and appreciation to the Ministry of Land, Infrastructure, Transport, and Tourism, Kyushu Regional Development Bureau, the Fukuoka prefecture local government and Oita prefecture local government for their great support during the Geo-disaster affected sites investigations. In addition, the authors would like to extend their appreciation to Mr. Michio Nakashima and Mr. Ryoga Yamamoto, Department of Civil and Structural Engineering, Kyushu University and to OYO Co. Ltd. for their great efforts and technical support.
Funding Information:
This research was supported in part by Grant-in-Aids for Scientific Research (A) (20H00266) from the Japan Society for the Promotion of Science (JSPS) KAKENHI. The authors express their gratitude and appreciation to the Ministry of Land, Infrastructure, Transport, and Tourism, Kyushu Regional Development Bureau, the Fukuoka prefecture local government and Oita prefecture local government for their great support during the Geo-disaster affected sites investigations. In addition, the authors would like to extend their appreciation to Mr. Michio Nakashima and Mr. Ryoga Yamamoto, Department of Civil and Structural Engineering, Kyushu University and to OYO Co., Ltd. for their great efforts and technical support.
Publisher Copyright:
© 2020
PY - 2020/6
Y1 - 2020/6
N2 - Natural disasters like earthquakes and heavy rainfall events induce slope failures and other disasters. Proper determination of the water retention properties of porous mediums is necessary. The conventional Soil Water Characteristics Curve (SWCC) determination techniques are limited due to their complexity and lengthy time required. A highly accurate simple remolded and undisturbed samples SWCC determination method that requires a short time is lacking. A novel automatic system which adopts the continuous pressurization method and allows the direct determination of the SWCC in a short time suitable for use with remolded and undisturbed samples was developed. The accuracy of the newly developed system was validated, and it was shown to have excellent repeatability. It is a reliable and direct method that requires a short time for the SWCC determination, with the drying and wetting SWCCs obtainable in less than 10% of the time required using the conventional multi-step flow method. Consideration of the pore water pressure was shown to be necessary when calculating the matric suction utilizing the axis-translation technique. Finally, because remolded samples do not properly represent the in-situ natural conditions, the significant discrepancies should be carefully considered when conducting analysis and proposing countermeasures against unsaturated soil-related Geo-disasters.
AB - Natural disasters like earthquakes and heavy rainfall events induce slope failures and other disasters. Proper determination of the water retention properties of porous mediums is necessary. The conventional Soil Water Characteristics Curve (SWCC) determination techniques are limited due to their complexity and lengthy time required. A highly accurate simple remolded and undisturbed samples SWCC determination method that requires a short time is lacking. A novel automatic system which adopts the continuous pressurization method and allows the direct determination of the SWCC in a short time suitable for use with remolded and undisturbed samples was developed. The accuracy of the newly developed system was validated, and it was shown to have excellent repeatability. It is a reliable and direct method that requires a short time for the SWCC determination, with the drying and wetting SWCCs obtainable in less than 10% of the time required using the conventional multi-step flow method. Consideration of the pore water pressure was shown to be necessary when calculating the matric suction utilizing the axis-translation technique. Finally, because remolded samples do not properly represent the in-situ natural conditions, the significant discrepancies should be carefully considered when conducting analysis and proposing countermeasures against unsaturated soil-related Geo-disasters.
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U2 - 10.1016/j.sandf.2020.03.014
DO - 10.1016/j.sandf.2020.03.014
M3 - Article
AN - SCOPUS:85085654544
SN - 0038-0806
VL - 60
SP - 634
EP - 647
JO - Soils and Foundations
JF - Soils and Foundations
IS - 3
ER -