Loading [MathJax]/jax/output/SVG/jax.js
Research article Topical Sections

A possible direct recycling of dredged sediments from the Usumacinta River (Mexico) into fired bricks

  • Reuse of dredged sediments is an effective approach to waste management. This study focuses on the reuse of Usumacinta River dredged sediments in fired bricks. Physico-chemical characteristics of sediments were investigated for their reuse. The grain size of sediments shows that Usumacinta sediments have a sandy texture with low organic matter. The presence of contaminants in these sediments is negligible. Suitability for bricks was observed with a clay workability chart, Winkler, and Augustinik diagram. Bricks were molded into cubic and prismatic brick specimens of size 20 × 20 × 20 mm3 and 15 × 15 × 60 mm3 for compressive and tensile strength. The molding moisture content of sediments was defined with the Sembenelli diagram. Bricks were dried at 60 ℃ and fired at a temperature of 700 to 1100 ℃. Linear shrinkage and density of Usumacinta sediments bricks increase with increasing temperature. Clayey sediments (T2 and J4) show higher shrinkage on drying. Testing of bricks shows their compressive strength varies between 0.10 to 19.38 MPa and the indirect tensile strength varies from 0.17 to 12.82 MPa. T2 sediment bricks have the lowest strength due higher percentage of sand. The compressive strength of bricks from T5 and J4 is comparatively higher and satisfies the strength requirements of bricks at a moderate temperature of 850 ℃.

    Citation: Mazhar Hussain, Daniel Levacher, Nathalie Leblanc, Hafida Zmamou, Irini Djeran-Maigre, Andry Razakamanantsoa, Ali Hussan. A possible direct recycling of dredged sediments from the Usumacinta River (Mexico) into fired bricks[J]. Clean Technologies and Recycling, 2023, 3(3): 172-192. doi: 10.3934/ctr.2023012

    Related Papers:

    [1] Jia Li, Changchun Bi . Existence and blowup of solutions for non-divergence polytropic variation-inequality in corn option trading. AIMS Mathematics, 2023, 8(7): 16748-16756. doi: 10.3934/math.2023856
    [2] Zongqi Sun . Regularity and higher integrability of weak solutions to a class of non-Newtonian variation-inequality problems arising from American lookback options. AIMS Mathematics, 2023, 8(6): 14633-14643. doi: 10.3934/math.2023749
    [3] Jia Li, Zhipeng Tong . Local Hölder continuity of inverse variation-inequality problem constructed by non-Newtonian polytropic operators in finance. AIMS Mathematics, 2023, 8(12): 28753-28765. doi: 10.3934/math.20231472
    [4] Yuejiao Feng . Regularity of weak solutions to a class of fourth order parabolic variational inequality problems arising from swap option pricing. AIMS Mathematics, 2023, 8(6): 13889-13897. doi: 10.3934/math.2023710
    [5] Imran Ali, Faizan Ahmad Khan, Haider Abbas Rizvi, Rais Ahmad, Arvind Kumar Rajpoot . Second order evolutionary partial differential variational-like inequalities. AIMS Mathematics, 2022, 7(9): 16832-16850. doi: 10.3934/math.2022924
    [6] S. S. Chang, Salahuddin, M. Liu, X. R. Wang, J. F. Tang . Error bounds for generalized vector inverse quasi-variational inequality Problems with point to set mappings. AIMS Mathematics, 2021, 6(2): 1800-1815. doi: 10.3934/math.2021108
    [7] Yudong Sun, Tao Wu . Hölder and Schauder estimates for weak solutions of a certain class of non-divergent variation inequality problems in finance. AIMS Mathematics, 2023, 8(8): 18995-19003. doi: 10.3934/math.2023968
    [8] Saudia Jabeen, Bandar Bin-Mohsin, Muhammad Aslam Noor, Khalida Inayat Noor . Inertial projection methods for solving general quasi-variational inequalities. AIMS Mathematics, 2021, 6(2): 1075-1086. doi: 10.3934/math.2021064
    [9] Wenjuan Liu, Zhouyu Li . Global weighted regularity for the 3D axisymmetric non-resistive MHD system. AIMS Mathematics, 2024, 9(8): 20905-20918. doi: 10.3934/math.20241017
    [10] Xinyue Zhang, Haibo Chen, Jie Yang . Blow up behavior of minimizers for a fractional p-Laplace problem with external potentials and mass critical nonlinearity. AIMS Mathematics, 2025, 10(2): 3597-3622. doi: 10.3934/math.2025166
  • Reuse of dredged sediments is an effective approach to waste management. This study focuses on the reuse of Usumacinta River dredged sediments in fired bricks. Physico-chemical characteristics of sediments were investigated for their reuse. The grain size of sediments shows that Usumacinta sediments have a sandy texture with low organic matter. The presence of contaminants in these sediments is negligible. Suitability for bricks was observed with a clay workability chart, Winkler, and Augustinik diagram. Bricks were molded into cubic and prismatic brick specimens of size 20 × 20 × 20 mm3 and 15 × 15 × 60 mm3 for compressive and tensile strength. The molding moisture content of sediments was defined with the Sembenelli diagram. Bricks were dried at 60 ℃ and fired at a temperature of 700 to 1100 ℃. Linear shrinkage and density of Usumacinta sediments bricks increase with increasing temperature. Clayey sediments (T2 and J4) show higher shrinkage on drying. Testing of bricks shows their compressive strength varies between 0.10 to 19.38 MPa and the indirect tensile strength varies from 0.17 to 12.82 MPa. T2 sediment bricks have the lowest strength due higher percentage of sand. The compressive strength of bricks from T5 and J4 is comparatively higher and satisfies the strength requirements of bricks at a moderate temperature of 850 ℃.



    The author of this study, given ΩRN(N2), a bounded regular domain with Lipschitz boundary and ΩT=[0,T]×Ω, considers a kind of variation-inequality problem

    {Lu0,(x,t)ΩT,uu00,(x,t)ΩT,Lu(uu0)=0,(x,t)ΩT,u(0,x)=u0(x),xΩ,u(t,x)=0,(x,t)Ω×(0,T), (1.1)

    with the non-Newtonian polytropic operator

    Lu=tuΔ2um+huα+f,m>0. (1.2)

    Here, u0H10(Ω), f, h, and α have been used with different conditions in Sections 3 and 4, as specified in Theorem 3.1 and Theorem 4.1.

    Variational inequalities, such as problem (1.1), have found widespread application in the field of finance. For example, [1] explores the investment-consumption model, while [2] analyzes dividend optimization and risk control problems through weak solutions of variation-inequality. In [3], a continuous-time, finite horizon, irreversible investment problem is examined, resulting in the emergence of a free boundary that represents the optimal investment boundary.

    The behaviours of the free boundary and existence of a weak solution were studied by using the partial differential equation (PDE) approach. Moreover, the regularities of the value function and optimal investment and maintenance policies were considered in [4].

    In recent years, there have been much literature on the theoretical research of variation-inequality problems.The authors in [5] studied the following variation-inequality initial-boundary value problems:

    {min{Lϕ,ϕϕ0}=0,(x,t)QT,ϕ(0,x)=ϕ0(x),xΩ,ϕ(t,x)=0,(x,t)Ω×(0,T),

    with fourth-order p-Laplacian Kirchhoff operators,

    Lϕ=tϕΔ((1+λ||Δϕ||p(x)Lp(x)(Ω))|Δϕ|p(x)2Δϕ)+γϕ.

    The existence, stability and uniqueness of solutions are mainly obtained using the Leray Schauder principle. Moreover, Li and Bi in [6] considered the two-dimensional case in [5]. The conditions to ensure the existence of weak solutions are given in [7]. The existence results of weak solutions of variational inequalities can also be found in [8,9,10,11]. For the uniqueness of weak solutions of variational inequalities, refer to [9,10,11,12]. In addition, the results about the stability of weak solutions on initial values are also worth studying [13]. At present, there are few studies on the regularity of solutions of variation-inequality problems.

    In this paper, we study the regularity and blow-up of weak solutions of variational inequalities (1.1). First, we assume that f0 and h0 for any (x,t)ΩT, u0H10(Ω), umL(0,T;H2(Ω)) and fL(0,T;L2(Ω)). The weak solution equation is transformed into a difference equation by using the difference operator. Under the property of the difference operator, the L(0,T;H3(Ω)) estimation inequality is obtained, which is the regularity of the weak solution. Second, we consider the blowup of weak solutions with the restriction that f<0 for any (x,t)ΩT, h is a negative constant and α>1. After defining the energy function E(t), it is proved that the weak solution will blow up in finite time by using Hölder inequality and differential transformation techniques.

    We first give an application of variational inequality in investment and consumption theory. In order to fit optimally the random demand of a good, a social planner needs to control its capacity production at time interval [0,T]. Let {Dt,t[0,T]} be the random demand of a good

    dDt=μ1Dtdt+σ1Dtdwt, D0=d,

    where μ1 and σ1 are the expected rate of return and volatility respectively. Further, process {Ct,t[0,T]} is the production capacity of the firm,

    dCt=μ2Ctdt+σ2Ctdwt, C0=c.

    Here μ2 and σ2 are the expected rate of return and volatility of the production process.

    A planner is able to create a production plan Ct at any point in time between 0 and T to equilibrate uncertain demand Dt. As such, the planner can use a value function V to determine an optimal policy that minimizes the anticipated total cost within a finite timeframe. According to literature [1,2,3], the value function V satisfies

    {cVq,c>0,d>0,t(0,T),L1V+g(c,d)0,c>0,d>0,t(0,T),(cV+q)(L1V+g(c,d))=0,c>0,d>0,t(0,T),V(c,d,T)=0,c>0,d>0, (2.1)

    where L1V is a two-dimensional parabolic operator with constant parameters,

    L1V=tV+12σ21c2ccV+12σ22d2ddV+μ1ccV+μ2ddVrV.

    Here, r represents the risk-free interest rate of the bank. The cost function,

    g(c,d)={p1(cd),cd,p2(dc),c<d,

    is designed to represent the potential expense associated with storing goods, where p1 and p2 indicate the per unit costs of having excessive supply and demand, respectively.

    If transportation loss and storage costs are taken into account, sigma is dependent on cV, dV, and V itself. This is illustrated by the well-known Leland model, which expresses σ1 and σ2 as

    σi=σ0,i(1Leπ2sign(SSVm)), (2.2)

    where m>0, i=1,2, σ0,1 and σ0,2 represent the original volatility of Ct and Dt, respectively, and Le is the Leland number.

    When studying variation-inequality problems, this paper considers cases that are more complex than the example given in Eq 2.2. To do this, we introduce a set of maximal monotone maps that have been defined in previous works [1,2,3,5,6],

    G={ξ|ξ=0 if uu0>0; ξ[M0,0] if x=0}, (2.3)

    where M0 is a positive constant.

    Definition 2.1. A pair (u,ξ) is said to be a generalized solution of variation-inequality (1.1), if (u,ξ) satisfies uL(0,T,H1(Ω)),tuL(0,T,L2(Ω)) and ξGforany(x,t)ΩT,

    (a) u(x,t)u0(x),u(x,0)=u0(x)forany(x,t)ΩT,

    (b) for every test-function φC1(ˉΩT), there admits the equality

    ΩTtuφ+ΔumΔφdxdt+ΩThuαφdxdt+ΩTfφdxdt=ΩTξφdxdt.

    By a standard energy method, the following existence theorem can be found in [5,6,14,15].

    Theorem 2.2. Assume that u0H10(Ω), f,hL(0,T;L2(Ω)), f(x,t)0 and h(x,t)0 for any (x,t)ΩT. If α>0,m>0, then (1) admits a solution u within the class of Definition 2.1.

    Note that from (1), it follows that Lu0 and L0=0 for any (x,t)ΩT. Additionally, we have u00 in Ω, and u=0 on ΩT. Therefore, by the extremum principle [16], we have

    u0 in ΩT.

    One purpose of this paper is the regularity of weak solutions, so we give some functions and their valuable results. Define the difference operator,

    ΔiΔxu(x,t)=u(x+Δxei,t)u(x,t)Δx,

    where ei is the unit vector in the direction xi. According to literature [14], the difference operator has the following results.

    Lemma 2.3. (1) Let ΔiΔx=ΔiΔx be the conjugate operator of ΔiΔx, then we have

    Rnf(x)ΔiΔxg(x)dx=Rng(x)ΔiΔxf(x)dx,

    in other words, Rnf(x)ΔiΔxg(x)dx=Rng(x)ΔiΔxf(x)dx.

    (2) Operator ΔiΔx has the following commutative results

    DjΔiΔxf(x)=ΔiΔxDjf(x),j=1,2,,n.

    (3) If uW1,p(Ω), for any Ω⊂⊂Ω,

    ||ΔiΔxu||Lp(Ω)||Diu||Lp(Ω), ||ΔiΔxu||Lp(Ω)||Diu||Lp(Ω).

    (4) Assuming uLp(Ω) with p2, if h is sufficiently small such that Ω|Δihu|pdxC, where C is independent of h, then we have

    Ω|Diu|pdxC.

    This section considers the regularity of weak solutions. Select the sub-region Ω⊂⊂Ω, define d=dist(Ω,Ω) and let ηC0(Ω) be the cutoff factor of Ω in Ω, such that

    0η1, η=1inΩ, dist(suppη,Ω)2d.

    Let Δx<d, define φ=ΔiΔx(η2ΔiΔxu), and note that uH10(Ω), then substituting φ=ΔiΔx(η2ΔiΔxu) into the weak solution equation gives

    ΩTtuΔiΔx(η2ΔiΔxu)+ΔumΔΔiΔx(η2ΔiΔxu)dxdt+ΩThuαΔiΔx(η2ΔiΔxu)dxdt+ΩTfΔiΔx(η2ΔiΔxu)dxdt=ΩTξΔiΔx(η2ΔiΔxu)dxdt. (3.1)

    Now we pay attention to ΩtuΔiΔx(η2ΔiΔxu)dx. Using differential transformation techniques,

    ΩTtuΔiΔx(η2ΔiΔxu)dxdt=ΩTt(ΔiΔxu)η2ΔiΔxudxdt=12ΩTt((ΔiΔxu)2η2)dxdt=Ω(ΔiΔxu(x,T))2η2dxΩ(ΔiΔxu0)2η2dx. (3.2)

    Substitute (3.2) into (3.1), so that

    ΩTΔΔiΔxumΔ(η2ΔiΔxu)dxdt+ΩThuαΔiΔx(η2ΔiΔxu)dxdt+ΩTfΔiΔx(η2ΔiΔxu)dxdtΩTξΔiΔx(η2ΔiΔxu)dxdt+Ω(ΔiΔxu0)2η2dx. (3.3)

    Here we use the commutativity of conjugate operator ΔiΔx in ΩTΔumΔΔiΔx(η2ΔiΔxu)dxdt. Further using the differential technique to expand ΔΔihumΔ(η2Δihu), one can get

    ΩTΔΔiΔxumΔ(η2ΔiΔxu)dxdt=2T0Ωηη(ΔΔiΔxum)(ΔiΔxum)dxdt+T0Ωη2(ΔΔiΔxum)2dxdt. (3.4)

    Combining formula (3.3) and (3.4), it is easy to verify that

    T0Ωη2(ΔΔiΔxum)2dxdt=t0ΩξΔiΔx(η2ΔiΔxu)dxdtΩThuαΔiΔx(η2ΔiΔxu)dxdtΩTfΔiΔx(η2ΔiΔxu)dxdt+Ω(ΔiΔxu0)2η2dx2T0Ωηη(ΔΔiΔxum)(ΔiΔxum)dxdt. (3.5)

    By Hölder and Young inequalities,

    T0ΩfΔiΔx(η2ΔiΔxu)dxdt12T0Ωf2dxdt+12T0Ω[ΔiΔx(η2ΔiΔxu)]2dxdt, (3.6)
    2T0Ωηη(ΔΔiΔxum)(ΔiΔxum)dxdt2T0Ω|η|2(ΔiΔxum)2dxdt+12T0Ωη2(ΔΔiΔxum)2dxdt, (3.7)
    ΩThuαΔiΔx(η2ΔiΔxu)dxdt12ΩTh2u2αdxdt+12ΩT[ΔiΔx(η2ΔiΔxu)]2dxdt. (3.8)

    Applying Hölder and Young inequalities again and combining with (3.1),

    t0ΩξΔiΔx(η2ΔiΔxu)dxdt12M20T|Ω|+12ΩT[ΔiΔx(η2ΔiΔxu)]2dxdt. (3.9)

    Substituting (3.6)-(3.9) to (3.5), it is clear to verify

    T0Ωη2(ΔΔiΔxum)2dxdt=M20T|Ω|+12ΩT[ΔiΔx(η2ΔiΔxu)]2dxdt+12ΩTh2u2αdxdt+12ΩT[ΔiΔx(η2ΔiΔxu)]2dxdt+12T0Ωf2dxdt+12T0Ω[ΔiΔx(η2ΔiΔxu)]2dxdt+Ω(ΔiΔxu0)2η2dx+2T0Ω|η|2(ΔiΔxum)2dxdt+12T0Ωη2(ΔΔiΔxum)2dxdt.

    Rearranging the above formula, such that

    T0Ωη2(ΔΔiΔxum)2dxdt2M20T|Ω|+ΩTh2u2αdxdt+T0Ωf2dxdt+Ω(ΔiΔxu0)2η2dx+4T0Ω|η|2(ΔiΔxum)2dxdt+3T0Ω[ΔiΔx(η2ΔiΔxu)]2dxdt.

    Using the relationship between difference and partial derivative,

    T0Ω|η|2(ΔiΔxum)2dxdtCT0Ω(ΔiΔxum)2dxdtCT0Ω(um)2dxdt,
    T0Ω[ΔiΔx(η2ΔiΔxu)]2dxdtCT0Ω(Δu)2dxdt,
    Ω(ΔiΔxu0)2η2dxdtΩ(u0)2dxdt.

    Therefore,

    T0Ωη2(ΔΔiΔxum)2dxdtC(M0,T,|Ω|,h)+CΩTu2αdxdt+4T0Ωf2dxdt+CΩ(u0)2dxdt+CT0Ω(um)2dxdt+CT0Ω(Δu)2dxdt.

    Recall that sub-area Ω belongs to Ω. It follows from (4) of Lemma 2.3 that

    ||u||2L(0,T;H3(Ω))C(||u0||2H1(Ω)+||f||2L(0,T;L2(Ω))+||u||2αL(0,T;L2α(Ω))+||um||2L(0,T;H2(Ω))). (3.10)

    If α1, using Hölder inequality gives

    ||u||2L(0,T;H3(Ω))C(||u0||2H1(Ω)+||f||2L(0,T;L2(Ω))+||um||2L(0,T;H2(Ω))). (3.11)

    Theorem 3.1. Assume f0 and h0 for any (x,t)ΩT. If u0H1(Ω), umL(0,T;H2(Ω)) and fL(0,T;L2(Ω)), then for any sub-area Ω⊂⊂Ω, there holds uL(0,T;H3(Ω)), and estimate (3.10). Moreover, if α1, (3.11) follows.

    Using the finite cover principle and the flattening operator [14], we have the following global regularity result.

    Theorem 3.2. Let f0 and h0 for any (x,t)ΩT. If u0H1(Ω), umL(0,T;H2(Ω)) and fL(0,T;L2(Ω)), then

    ||u||2L(0,T;H3(Ω))C(||u0||2H1(Ω)+||f||2L(0,T;L2(Ω))+||u||2αL(0,T;L2α(Ω))+||um||2L(0,T;H2(Ω))).

    If α1, we have

    ||u||2L(0,T;H3(Ω))C(||u0||2H1(Ω)+||f||2L(0,T;L2(Ω))+||um||2L(0,T;H2(Ω))).

    This section discusses the blow-up properties of weak solutions to the variation-inequality problem (1.1), under the constraints that α1, f<0, and h<0. As u>0 in ΩT, we define the function

    E(t)=Ωu(x,t)dx,

    for this purpose. Choosing the test function φ=umum+ε in weak equation, we have

    Ωtuumum+ε+ε|Δum|2um+εdx+Ωhuαumum+εdx+Ωfumum+εdx=Ωξumum+εdx. (4.1)

    It follows from uL(0,T,H2(Ω)),tuL2(ΩT) and fL(0,T;L2(Ω)) that

    Ωtuumum+εdxΩtudxasε0, (4.2)
    Ωε|Δum|2um+εdx0asε0, (4.3)
    Ωhuαumum+εdxΩhuαdxasε0. (4.4)

    Recall that um0 and ξ0 for any (x,t)ΩT. In this section we consider the case that f0 for any (x,t)ΩT and h is a negative constant, so

    Ωξumum+εdx0, Ωfumum+εdx0. (4.5)

    Substituting (4.2)-(4.5) to (4.1), one can have

    ddtE(t)hΩuαdx. (4.6)

    Using Hölder inequality (here, we used the conditions α>1 and h<0),

    Ωudx(Ωuαdx)1α|Ω|α1αΩuαdx|Ω|1αE(t)α, (4.7)

    such that combining (4.6) and (4.7) gives

    ddtE(t)h|Ω|1αE(t)α. (4.8)

    Applying variable separation techniques to above equation, and then integrating from 0 to T gives

    11αE(t)1α11αE(0)1αh|Ω|1αt. (4.9)

    Rearranging (4.9), one can get

    E(t)[E(0)1α(1α)h|Ω|1αt]11α.

    Note that α<1 and h<0. As t approaches 1(α1)h1|Ω|α1E(0)1α, E(t) tends to infinity. This indicates that the weak solution of the equation will experience a finite-time blow up at T, and T satisfies

    T1(α1)h1|Ω|α1E(0)1α. (4.10)

    Further, we analyze the rate of Blowup. Integrating the value of (4.8) from t to T gives

    Tt11αddtE(t)1αh|Ω|1α(Tt), (4.11)

    which (note that E(T)1α=0) implies that

    1α1E(t)1α|h||Ω|1α(Tt). (4.12)

    Rearranging (4.12), it is easy to see that

    E(t)1α(α1)|h||Ω|1α(Tt). (4.13)

    Theorem 4.1. Assume that f<0 for any (x,t)ΩT and h is a negative constant. If α>1, then the weak solution (u,ξ) of variation-inequality problem (1) at time T in which T is bounded by (4.13). Moreover, the rate of blowup is given by

    E(t)C(Tt)11α,

    where C=(α1)11α|h|11α|Ω|.

    This article investigates the global regularity and blow-up of weak solutions for the following variational inequality (1.1) with the non-Newtonian polytropic operator

    Lu=tuΔ2um+huα+f,m>0.

    Firstly, this article analyzes the H3(Ω) regularity of weak solutions for variational inequality (1.1). We assume that f0 and h0 for any (x,t)ΩT, u0H10(Ω), umL(0,T;H2(Ω)) and fL(0,T;L2(Ω)). Since using xxu as test function does not comply with the definition of weak solution, this article introduces spatial difference operator and constructs test functions with it to approximate the second-order spatial gradient of u. Additionally, with the aid of spatial cutoff factor, Hölder's inequality and Young's inequality, two H3(Ω) regularity estimates for weak solutions of variational inequality (1.1) are obtained. The specific results can be seen in Theorem 3.1 and Theorem 3.2.

    Secondly, we analyze the blow-up properties of weak solutions for variational inequality (1.1) within a finite time under the assumption that f<0 for any (x,t)ΩT, h is a negative constant and α1. Considering that u is non-negative, we define an energy function

    E(t)=Ωu(x,t)dx,

    and obtain the differential inequality of the energy function, as shown in (4.8). By using differential transform techniques, we obtain the lower bound of the blow-up point and the blow-up rate. The results are presented in Theorem 4.1.

    Currently, there are still some limitations in this article: (1) Equations (4.6) and (4.10) can only hold when h is a non-negative parameter; (2) Equations (4.10)-(4.13) can only hold when α1. In future research, we will attempt to overcome these limitations.

    The authors declare they have not used Artificial Intelligence (AI) tools in the creation of this article.

    The authors are grateful to the anonymous referees for their valuable comments and suggestions.

    The authors declare that he has no conflict of interest.



    [1] Torres P, Manjate RS, Fernandes HR, et al. (2009) Incorporation of river silt in ceramic tiles and bricks. Ind Ceram 29: 5–12. https://doi.org/10.1016/j.jeurceramsoc.2008.05.045 doi: 10.1016/j.jeurceramsoc.2008.05.045
    [2] Safhi AE (2020) Valorization of dredged sediments in self-compacting concrete, optimization of the formulation and study of durability (In French)[PhD's thesis]. University of Sherbrooke, Canada and University of Lille, France. Available from: https://tel.archives-ouvertes.fr/tel-03161520.
    [3] Samara M (2007) Recovery of polluted river sediments in fired bricks after making them inert (In French)[PhD's thesis]. Ecole Centrale de Lille, France. Available from: https://theses.hal.science/tel-00713676.
    [4] Hamer K, Karius V (2002) Brick production with dredged harbour sediments. An industrial-scale experiment. Waste Manage 22: 521–530. https://doi.org/10.1016/S0956-053X(01)00048-4 doi: 10.1016/S0956-053X(01)00048-4
    [5] Romero M, Andrés A, Alonso R, et al. (2009) Phase evolution and microstructural characterization of sintered ceramic bodies from contaminated marine sediments. J Eur Ceram Soc 29: 15–22. https://doi.org/10.1016/j.jeurceramsoc.2008.04.038 doi: 10.1016/j.jeurceramsoc.2008.04.038
    [6] MEDD, Management of sediments extracted from rivers and canals. Water department and pollution and risk prevention department. Ministry of ecology and sustainable development, France, 2020. Available from: https://www.ecologie.gouv.fr/.
    [7] UNICEM, The French aggregate industry in 2019. UNICEM, 2021. Available from: https://www.unicem.fr/wp-content/uploads/2021/12/unpg-chiffres-2019-web.pdf.
    [8] Sheehan C, Harrington J, Murphy JD (2009) Dredging and dredged material beneficial reuse in Ireland. Terra et Aqua 115: 3–14.
    [9] Brakni S, Abriak NE, Hequette A (2009) Formulation of artificial aggregates from dredged harbour sediments for coastline stabilization. Environ Technol 30: 849–854. https://doi.org/10.1080/09593330902990154 doi: 10.1080/09593330902990154
    [10] Mesrar L, Benamar A, Duchemin B, et al. (2021) Engineering properties of dredged sediments as a raw resource for fired bricks. Bull Eng Geol Environ 80: 2643–2658. https://doi.org/10.1007/s10064-020-02068-3 doi: 10.1007/s10064-020-02068-3
    [11] Bhatnagar JM, Goel RK, Gupta RG (1994) Brick-making characteristics of river sediments of the Southwest Bengal region of India. Constr Build Mater 8: 177–183. https://doi.org/10.1016/S0950-0618(09)90032-0 doi: 10.1016/S0950-0618(09)90032-0
    [12] Kazmi MS, Munir MJ, Patnaikuni I, et al. (2017) Thermal performance enhancement of eco-friendly bricks incorporating agro-wastes. Energy Build 158: 1117–1129. https://doi.org/10.1016/j.enbuild.2017.10.056 doi: 10.1016/j.enbuild.2017.10.056
    [13] Fgaier FE (2013) Design, production and qualification of terracotta and raw earth bricks (In French)[PhD's thesis]. Ecole Centrale de Lille, France. Available from: https://hal.science/tel-01242549/.
    [14] Kornmann M (2009) Terracotta materials: Basic materials and manufacturing (In French). Techniques de l'Ingénieur CB1: C905v2.1–C905v2.20.
    [15] Bodian S, Faye M, Sene NA, et al. (2018) Thermo-mechanical behavior of unfired bricks and fired bricks made from a mixture of clay soil and laterite. J Build Eng 18: 172–179. https://doi.org/10.1016/j.jobe.2018.03.014 doi: 10.1016/j.jobe.2018.03.014
    [16] Ducman V, Bizjak KF, Likar B, et al. (2022) Evaluation of sediments from the river Drava and their potential for further use in the building sector. Materials 15: 4303. https://doi.org/10.3390/ma15124303 doi: 10.3390/ma15124303
    [17] Bruno AW, Gallipoli D, Perlot C, et al. (2019) Optimization of bricks production by earth hypercompaction prior to firing. J Clean Prod 214: 475–482. https://doi.org/10.1016/j.jclepro.2018.12.302 doi: 10.1016/j.jclepro.2018.12.302
    [18] Haurine F (2015) Characterization of recent clay deposition on French territory with a view to their valorization as fired bricks in construction material industry (In French)[PhD's thesis]. ENMP, France. Available from: https://hal.science/tel-01423865/.
    [19] Hussain M, Levacher D, Leblanc N, et al. (2020) Sediment-based fired brick strength optimization. A discussion on different approaches. XVIème Journées Nationales Génie Côtier—Génie Civil, Le Havre, France, 649–658. https://doi.org/10.5150/jngcgc.2020.072
    [20] Val-uses, From traditional uses to integrated use of sediments in Usumacinta river basin. Hypotheses, 2021. Available from: https://usumacinta.hypotheses.org/date/2021/03.
    [21] Djeran-Maigre I, Razakamanantsoa A, Levacher D, et al. (2023) A relevant characterization of Usumacinta river sediments for a reuse in earthen construction and agriculture. J S Am Earth Sci 125: 104317. https://doi.org/10.1016/j.jsames.2023.104317 doi: 10.1016/j.jsames.2023.104317
    [22] AFNOR NF X31-107, Soil quality—Determination of the particle size distribution of soil particles—pipette method (In French). AFNOR, 2003. Available from: https://www.boutique.afnor.org/fr-fr/norme/nf-x31107/qualite-du-sol-determination-de-la-distribution-granulometrique-des-particu/fa124875/21997.
    [23] AFNOR NF ISO 10694, Soil quality—Dosage of organic carbon and total carbon after dry combustion (elementary analysis) (In French). AFNOR, 1995. Available from: https://www.boutique.afnor.org/fr-fr/norme/nf-iso-10694/qualite-du-sol-dosage-du-carbone-organique-et-du-carbone-total-apres-combus/fa036274/356.
    [24] AFNOR XP P 94-047, Identification and testing—Determination of the weight percentage of organic matter in a material (In French). AFNOR, 1998. Available from: https://www.boutique.afnor.org/fr-fr/norme/xp-p94047/sols-reconnaissance-et-essais-determination-de-la-teneur-ponderale-en-matie/fa018765/16163.
    [25] AFNOR NF EN ISO 17892-12, Identification and testing—laboratory tests on soils—part 12: Determination of liquidity and plasticity limits (In French). AFNOR, 2018. Available from: https://www.boutique.afnor.org/fr-fr/norme/nf-en-iso-1789212/reconnaissance-et-essais-geotechniques-essais-de-laboratoire-sur-les-sols-p/fa187930/84021.
    [26] AFNOR NF P 94-068, Soil identification and testing—measurement of methylene blue adsorption capacity of a soil or rocky material—determination of the methylene blue value of a soil or rocky material by testing task (In French). AFMOR, 1998. Available from: https://www.boutique.afnor.org/fr-fr/norme/nf-p94068/sols-reconnaissance-et-essais-mesure-de-la-capacite-dadsorption-de-bleu-de-/fa043689/394.
    [27] AFNOR NF ISO 10390, Soil quality—Determination of pH (In French). AFNOR, 2005. Available from: https://www.boutique.afnor.org/fr-fr/norme/nf-iso-10390/qualite-du-sol-determination-du-ph/fa117123/25226.
    [28] AFNOR NF P 94-093, Determination of the compaction references of a material (In French). AFNOR, 1999. Available from: https://www.boutique.afnor.org/fr-fr/norme/nf-p94093/sols-reconnaissance-et-essais-determination-des-references-de-compactage-du/fa049409/16553.
    [29] Yamaguchi K (2019) Consideration of the sustainable utilization of the sediments in Usumacinta River[Master's thesis]. Kyoto University, Japan.
    [30] Karaman S, Ersahin S, Guna H (2006) Firing temperature and firing time influence on mechanical and physical properties of clay bricks. J Sci Ind Res 65: 153–159.
    [31] Johari I, Said S, Hisham B, et al. (2010) Effect of the change of firing temperature on microstructure and physical properties of clay bricks from Beruas (Malaysia). Sci Sinter 42: 245–254. https://doi.org/10.2298/SOS1002245J doi: 10.2298/SOS1002245J
    [32] Trindade MJ, Dias MI, Coroado J, et al. (2009) Mineralogical transformations of calcareous rich clays with firing: A comparative study between calcite and dolomite rich clays from Algarve, Portugal. Appl Clay Sci 42: 345–355. https://doi.org/10.1016/j.clay.2008.02.008 doi: 10.1016/j.clay.2008.02.008
    [33] ASTM C1557-03, Standard test methods for tensile strength and young's modulus of fibers. American society for testing and analysis. ASTM International, 2004. Available from: https://webstore.ansi.org/standards/astm/astmc155703.
    [34] Dai Z, Zhou H, Zhang W, et al. (2019) The improvement in properties and environmental safety of fired clay bricks containing hazardous waste electroplating sludge: The role of Na2SiO3. J Clean Prod 228: 1455–1463. https://doi.org/10.1016/j.jclepro.2019.04.274 doi: 10.1016/j.jclepro.2019.04.274
    [35] Koroneos C, Dompros A (2007) Environmental assessment of brick production in Greece. Build Environ 42: 2114–2123. https://doi.org/10.1016/j.buildenv.2006.03.006 doi: 10.1016/j.buildenv.2006.03.006
    [36] Manoharan C, Sutharsan P, Dhanapandian S, et al. (2011) Analysis of temperature effect on ceramic brick production from alluvial deposits, Tamilnadu, India. Appl Clay Sci 54: 20–25. https://doi.org/10.1016/j.clay.2011.07.002 doi: 10.1016/j.clay.2011.07.002
    [37] Winkler HGF (1954) Significance of the grain size distribution and the mineral content of clays for the production of coarse ceramic products (In French). Ber DKG 31: 337–343.
    [38] Fonseca BS, Galhano CD, Seixas D (2015) Technical feasibility of reusing coal combustion by-products from a thermoelectric power plant in the manufacture of fired clay bricks. Appl Clay Sci 104: 189–195. https://doi.org/10.1016/j.clay.2014.11.030 doi: 10.1016/j.clay.2014.11.030
    [39] Taha Y (2017) Valorization of the mining waste in the manufacturing of fired bricks: Technical and environmental assessments (In French)[PhD's thesis]. University of Quebec in Abitibi-Témiscamingue, Canada. Available from: https://depositum.uqat.ca/id/eprint/697/.
    [40] Vasić MV, Goel G, Vasić M, et al. (2021) Recycling of waste coal dust for the energy-efficient fabrication of bricks: A laboratory to industrial-scale study. Environ Technol Innov 21: 101350. https://doi.org/10.1016/j.eti.2020.101350 doi: 10.1016/j.eti.2020.101350
    [41] Elert K, Cultrone G, Navarro CR, et al. (2003) Durability of bricks used in the conservation of historic buildings—influence of composition and microstructure. J Cult Herit 4: 91–99. https://doi.org/10.1016/S1296-2074(03)00020-7 doi: 10.1016/S1296-2074(03)00020-7
    [42] Kreimeyer R (1986) Some notes on the firing colour of clay bricks. Appl Clay Sci 2: 175–183. https://doi.org/10.1016/0169-1317(87)90007-X doi: 10.1016/0169-1317(87)90007-X
    [43] Cultrone G, Sidraba I, Sebastian E (2005) Mineralogical and physical characterization of the bricks used in the construction of the Triangul Bastion, Riga (Latvia). Appl Clay Sci 28: 297–308. https://doi.org/10.1016/j.clay.2004.02.005 doi: 10.1016/j.clay.2004.02.005
    [44] ASTM C62-17, Standard Specification for Building Brick (solid masonry units made from clay or shale). ASTM International, 2017. Available from: https://www.astm.org/workitem-wk83286.
    [45] Dalle MA, Le TTH, Meftah F, et al., Experimental study of the mechanical behavior of fired bricks (In French). National Masonry Day, 2020. Available from: http://www.ctmnc.fr/images/gallerie/Etude_experimentale_comportement_mecanique_brique_terre_cuite_CTMNC_INSA_Rennes_JNM_2021.pdf.
    [46] Tsega E, Mosisa A, Fufa F (2017) Effects of firing time and temperature on physical properties of fired clay bricks. Am J Civ Eng 5: 21–26. https://doi.org/10.11648/j.ajce.20170501.14 doi: 10.11648/j.ajce.20170501.14
    [47] Djeran-Maigre I, Morsel A, Hussain M, et al. (2022) Behaviour of masonry lateral loaded walls made with sediment-based bricks from the Usumacinta river (Mexico). Clean Eng Technol 11: 100587. https://doi.org/10.1016/j.clet.2022.100587 doi: 10.1016/j.clet.2022.100587
    [48] Fódi A (2011) Effects influencing the compressive strength of a solid, fired clay brick. Civil Eng 55: 117–128. https://doi.org/10.3311/pp.ci.2011-2.04 doi: 10.3311/pp.ci.2011-2.04
    [49] Quero VGJ, Paz JG, Guzmán MO (2021) Alternatives for improving the compressive strength of clay-based bricks. J Phys Conf Ser 1723: 012027. https://doi.org/10.1088/1742-6596/1723/1/012027 doi: 10.1088/1742-6596/1723/1/012027
  • Reader Comments
  • © 2023 the Author(s), licensee AIMS Press. This is an open access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0)
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索

Metrics

Article views(1961) PDF downloads(145) Cited by(1)

/

DownLoad:  Full-Size Img  PowerPoint
Return
Return

Catalog