Results 11 to 20 of about 2,243,534 (358)
Undrained Pore Pressure Development on Cohesive Soil in Triaxial Cyclic Loading
Applied Sciences, 2019 Cohesive soils subjected to cyclic loading in undrained conditions respond with pore pressure generation and plastic strain accumulation. The article focus on the pore pressure development of soils tested in isotropic and anisotropic consolidation ...
Andrzej Głuchowski +3 more
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Study on the Effects of Grouting and Roughness on the Shear Behavior of Cohesive Soil-Concrete Interfaces. [PDF]
Materials (Basel), 2020 Grouted soil–concrete interfaces exist in bored piles with post-grouting in pile tip or sides and they have a substantial influence on pile skin friction.
Wang YB, Zhao C, Wu Y.
europepmc +2 more sources
Buildings, 2023 Traditional soil stabilization techniques, such as cement and lime, are known for their menacing effect on the environment through heavy carbon emissions.
M. A. Kumar +3 more
semanticscholar +1 more source
International Journal of Geosynthetics and Ground Engineering, 2022 Seismic bearing capacity of strip footings in cohesive soil slopes considering various embedded depths is investigated in this study. Novel solutions using pseudo-static method and finite element limit analysis (FELA) with upper bound (LB) and lower ...
Van Qui Lai +5 more
semanticscholar +1 more source
An experimental study on improvement of cohesive soil with eco-friendly guar gum
Soils and Rocks, 2021 Recently, the demand for environmentally friendly products has been increasing worldwide. In this study, the improvement of cohesive soil with a biopolymer material (Guar Gum), which is a type of additive and organic, environmentally friendly, is ...
B. Baǧrıaçık +2 more
semanticscholar +1 more source
Effect of Cohesive and Non-Cohesive Soils on Equilibrium Scour Depth
Tikrit Journal of Engineering Sciences, 2007 In this research ,the effect of cohesive soils ( clay ) and non –cohesive soils sand on equilibrium scour depth was studied .Experiments were carried out on two types of clay and two types of sand as a bed material using an obstruction ( pier ) to create
Saleh Issa Khassaf
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Shuiwen dizhi gongcheng dizhi, 2021 The rough back of a wall causes the deflection of the soil stress direction behind the wall. At present, there are few studies on the influence of the deflection of the soil stress direction on the earth pressure in cohesive soils.
Jiayu WANG +3 more
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Development of shear resistance at cohesive soil – geotextile interfaces [PDF]
E3S Web of ConferencesThe shear resistance at cohesive soil – geotextile interfaces is important for the proper design of geotextile-lined structures. Although the interaction behaviour at cohesive soil – geotextile interfaces has been studied in the past, most of those ...
Markou Ioannis, Evangelou Evangelos
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A study of anisotropy of magnetic susceptibility of cohesive soil under unconfined compression
Shuiwen dizhi gongcheng dizhi, 2021 In recent years, the unloading of excavation engineering activities such as foundation pits and tunnels has caused excessive lateral deformation of cohesive soil, which result in more and more engineering accidents.
Qian SUN, Changhong YAN, Yang LIU
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Chemical Engineering Transactions, 2018 The shear strength parameter of rock and soil is the basis of engineering design. As the rock-soil environment is ever-changing, geotechnical parameters that are obtained at a certain point of time can represent no other than the geotechnical condition ...
Zhonghuan Huang, Ziqiang Zhu
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