Determining the Shear Strength and Permeability of Soils for Engineering of New Paddy Field Construction in a Hilly Mountainous Region of Southwestern China

Zhen Han, Jiangwen Li, Pengfei Gao, Bangwei Huang, Jiupai Ni and Chaofu Wei
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Zhen Han: College of Resources and Environment, Southwest University, Chongqing 400715, China
Jiangwen Li: College of Resources and Environment, Southwest University, Chongqing 400715, China
Pengfei Gao: College of Resources and Environment, Southwest University, Chongqing 400715, China
Bangwei Huang: College of Resources and Environment, Southwest University, Chongqing 400715, China
Jiupai Ni: College of Resources and Environment, Southwest University, Chongqing 400715, China
Chaofu Wei: College of Resources and Environment, Southwest University, Chongqing 400715, China

IJERPH, 2020, vol. 17, issue 5, 1-16

Abstract: As a constructed wetland ecosystem, paddy field plays an irreplaceable role in flood storage and detention, groundwater replenishment, environmental protection, and ecological balance maintenance. New paddy field construction can give full play to the production and ecological functions of paddy field and can adjust the development structure of the agricultural industry effectively. The soil properties of shear strength and permeability, which provide a theoretical basis for engineering design, construction, and post-operation, are important indexes in the site selection of new paddy field. The shear strength and permeability properties of soils from different land use types (vegetable field, gentle slope dryland, corn field, grapery, and abandoned dryland) for engineering new paddy field construction were investigated in this study. The results showed that the soil water content had a significant effect on the soil shear strength, internal friction angle, and cohesion. The total pressure required for soil destruction decreased with increasing water content under the same vertical pressure, resulting in easier destruction of soils. The internal friction angle decreased with increasing soil water content, and the soil cohesion first increased and then decreased with increasing soil water content. Considering that paddy fields were flooded for a long time, the soil strength properties had certain water sensitivity. Effective measures must be taken to reduce the change in soil water content, so as to ensure the stability of the embankment foundation, roadside ditch foundation, and cutting slope. In addition, the influence of changing soil water content on the strength properties of paddy soils should be fully considered in engineering design and construction, and the soil bulk density at the plough pan should reach at least 1.5 g cm −3 or more to ensure better water retention and the anti-seepage function of paddy field. The study can provide construction technology for engineering new paddy field construction in a hilly mountainous region of southwestern China.

Keywords: new paddy field construction; shear strength; cohesion; water content; permeability property (search for similar items in EconPapers)
JEL-codes: I I1 I3 Q Q5 (search for similar items in EconPapers)
Date: 2020
References: View complete reference list from CitEc
Citations: View citations in EconPapers (2)

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