Results 11 to 20 of about 2,399,406 (358)
An extremely low hydraulic conductivity of cohesive soil causes a low transport rate of water and solute, with a time-consuming result, as we all know.
Tianwen Liu +6 more
doaj +1 more source
An experimental study on improvement of cohesive soil with eco-friendly guar gum
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
In order to study the permeability characteristics of cohesive soil in the consolidation process more accurately, in this work, the pores occupied by the combined water were defined as invalid pores, and the effective pores and ineffective pores were ...
Mei Zhou +4 more
doaj +1 more source
Clay minerals are the common insoluble cementing substances in soil. To study the mechanical effect of montmorillonite under the action of acid rain, the variation law and mechanism of the cohesive force and internal friction angle were discussed by ...
Li Li, Jian Liu, Xingqian Xu
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Analysis of the Second Order Effect of the SSI on the Building during a Seismic Load
The type and the properties of the soil can potentially intensify the internal forces on buildings during seismic loads. To predict the effects of the soil parameters on the soil–structure interaction of buildings, it is necessary to consider the soil ...
El Mehdi Echebba +5 more
doaj +1 more source
Influence of particle size distribution on the blast pressure profile from explosives buried in saturated soils [PDF]
The spatial and temporal distribution of pressure and impulse from explosives buried in saturated cohesive and cohesionless soils has been measured experimentally for the first time.
Clarke, S.D. +7 more
core +3 more sources
Effect of Cohesive and Non-Cohesive Soils on Equilibrium Scour Depth
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
doaj +1 more source
Effect of Soil Constitutive Models on Numerical Modeling of Cantilever Retaining Wall [PDF]
In the present study static response of cantilever retaining walls have been investigated by consideration of various soil constitutive models by means of finite element method with using PLAXIS 2-D software. Simulations have been performed at heights of
Navid Hasanpouri Notash +2 more
doaj +1 more source
Development of shear resistance at cohesive soil – geotextile interfaces [PDF]
The 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
doaj +1 more source
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
doaj +1 more source

