An experimental study of the effect of cement and chemical grouting on the improvement of the mechanical and hydraulic properties of alluvial formations

Faramarzi, Lohrasb; Arezou, Rasti; Abtahi, Seyyed Mehdi

doi:10.1016/j.conbuildmat.2016.09.006

Cited by 54 publications

(19 citation statements)

References 6 publications

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“…For example, geotextile as an additive material can increase the shear strength of sandy soil. Accordingly, the soil stability in slopes will increase by improving its shear strength (Faramarzi et al, 2016;Ranjkesh Adarmanabadi et al, 2020;Mardookhpour and Ooshaksaraie, 2011;Huat et al, 2009;Drews et al, 2020).…”

Section: Introductionmentioning

confidence: 99%

Evaluating the Effect of Soil Particle Characterization on Internal Friction Angle

Rasti¹,

Adarmanabadi²,

Pineda³

et al. 2021

American Journal of Engineering and Applied Sciences

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One of the critical design parameters used in evaluating soil structure is the friction angle, derived from Mohr's Circle failure criterion. The soil friction angle is an engineering parameter estimated in the laboratory to quantify the soil shear strength in geotechnical applications. This paper indicates an experimental study investigating the impact of particle size on different sandy soils shear strength behavior. The direct shear test equipment is useful for simulating various stress regimes to determine the soil strength by employing a slow moving lateral force to a consolidated sample along a shear plane. A series of direct shear tests were conducted to investigate the interface behavior of soil. Soil samples were selected from different locations in New Mexico, United States. The influence of soil particle size on the soil's shear strength behavior is discussed by performing a series of symmetric direct shear tests according to ASTM D3080 and analyzing the results. To minimize errors, electronic transducers were used to measure vertical and horizontal displacements. DS7 is geotechnical testing software controlling the test by utilizing a data logger. The investigation indicates that the maximum vertical deformation for all different kinds of sandy soils accrued simultaneously. It was concluded that a soil's friction angle is affected by coarse-grained material. Accordingly, sandy soils with bigger particle size record a higher friction angle than soils containing small particles. Furthermore, a non-linear regression analysis was performed to determine the direct relationship between soil's friction angle and soil particle characteristics.

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Section: Introductionmentioning

confidence: 99%

Evaluating the Effect of Soil Particle Characterization on Internal Friction Angle

Rasti¹,

Adarmanabadi²,

Pineda³

et al. 2021

American Journal of Engineering and Applied Sciences

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“…The filtration problem is one of the main parts of underground hydromechanics. The study of transport and deposition of solid particles in a porous medium is vital for strengthening loose soil, creating watertight walls for underground hazardous waste storage facilities, construction of tunnels and hydraulic structures [1][2][3].…”

Section: Introductionmentioning

confidence: 99%

Deep bed filtration with multiple pore-blocking mechanisms

Кузьмина

Osipov

2018

MATEC Web Conf.

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A one-dimensional model for the deep bed filtration of a monodisperse suspension in a porous medium with variable porosity and permeability and multiple pore-blocking mechanisms is considered. It is assumed that the small pores are clogged by separate particles; pores of medium size, exceeding the diameter of the particles, can be blocked by arched bridges, forming stable structures at the pore throats. These pore-blocking mechanisms - size-exclusion and different types of bridging act simultaneously. Exact solutions are obtained for constant coefficients, on the concentrations front and at the porous medium inlet.

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“…Filtration is one of the most important problems in the design of underground and hydraulic structures [1][2][3]. Underground storage of toxic and radioactive waste must be reliably isolated from groundwater and reservoir waters.…”

Section: Introductionmentioning

confidence: 99%

A model of two-velocity particles filtration with variable injection

Galagus

Safina

2018

MATEC Web Conf.

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The filtration problems are actual in the design of underground storage facilities for hazardous waste. When the grout is injected into the porous soil, the fluid penetrates deep into the rock and, when solidified, blocks the pores. A model of suspension flow with 2-size particles moving with different velocities in a porous medium is considered. The proposed model of deep bed filtration generalizes the known equations of mass balance and particle capture kinetics for a fluid flow with various particles. The injection of a suspension with periodically changing concentration is considered. Exact and asymptotic solutions are obtained. The asymptotics rapidly converges to the numerical solution.

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An experimental study of the effect of cement and chemical grouting on the improvement of the mechanical and hydraulic properties of alluvial formations

Cited by 54 publications

References 6 publications

Evaluating the Effect of Soil Particle Characterization on Internal Friction Angle

Evaluating the Effect of Soil Particle Characterization on Internal Friction Angle

Deep bed filtration with multiple pore-blocking mechanisms

A model of two-velocity particles filtration with variable injection

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