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
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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 Ω∈RN(N≥2), a bounded regular domain with Lipschitz boundary and ΩT=[0,T]×Ω, considers a kind of variation-inequality problem
{−Lu≥0,(x,t)∈ΩT,u−u0≥0,(x,t)∈ΩT,Lu(u−u0)=0,(x,t)∈ΩT,u(0,x)=u0(x),x∈Ω,u(t,x)=0,(x,t)∈∂Ω×(0,T), | (1.1) |
with the non-Newtonian polytropic operator
Lu=∂tu−Δ2um+huα+f,m>0. | (1.2) |
Here, u0∈H10(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,ϕ−ϕ0}=0,(x,t)∈QT,ϕ(0,x)=ϕ0(x),x∈Ω,ϕ(t,x)=0,(x,t)∈∂Ω×(0,T), |
with fourth-order p-Laplacian Kirchhoff operators,
Lϕ=∂tϕ−Δ((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 f≥0 and h≥0 for any (x,t)∈ΩT, u0∈H10(Ω), um∈L(0,T;H2(Ω)) and f∈L(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
{∂cV≥−q,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+12σ21c2∂ccV+12σ22d2∂ddV+μ1c∂cV+μ2d∂dV−rV. |
Here, r represents the risk-free interest rate of the bank. The cost function,
g(c,d)={p1(c−d),c≥d,p2(d−c),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(1−Le√π2sign(∂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 u−u0>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 u∈L∞(0,T,H1(Ω)),∂tu∈L∞(0,T,L2(Ω)) and ξ∈Gforany(x,t)∈ΩT,
(a) u(x,t)≥u0(x),u(x,0)=u0(x)forany(x,t)∈ΩT,
(b) for every test-function φ∈C1(ˉΩT), there admits the equality
∫∫ΩT∂tu⋅φ+ΔumΔφdxdt+∫∫ΩThuαφdxdt+∫∫ΩTfφdxdt=∫∫ΩTξ⋅φdxdt. |
By a standard energy method, the following existence theorem can be found in [5,6,14,15].
Theorem 2.2. Assume that u0∈H10(Ω), f,h∈L∞(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 Lu≤0 and L0=0 for any (x,t)∈ΩT. Additionally, we have u0≥0 in Ω, and u=0 on ∂ΩT. Therefore, by the extremum principle [16], we have
u≥0 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 Δi∗Δx=−Δi−Δx be the conjugate operator of ΔiΔx, then we have
∫Rnf(x)ΔiΔxg(x)dx=−∫Rng(x)Δi−Δxf(x)dx, |
in other words, ∫Rnf(x)ΔiΔxg(x)dx=∫Rng(x)Δi∗Δxf(x)dx.
(2) Operator ΔiΔx has the following commutative results
DjΔiΔxf(x)=ΔiΔxDjf(x),j=1,2,⋯,n. |
(3) If u∈W1,p(Ω), for any Ω′⊂⊂Ω,
||ΔiΔxu||Lp(Ω′)≤||Diu||Lp(Ω′), ||Δi∗Δxu||Lp(Ω′)≤||Diu||Lp(Ω′). |
(4) Assuming u∈Lp(Ω) with p≥2, if h is sufficiently small such that ∫Ω|Δihu|pdx≤C, where C is independent of h, then we have
∫Ω|Diu|pdx≤C. |
This section considers the regularity of weak solutions. Select the sub-region Ω′⊂⊂Ω, define d=dist(Ω′,Ω) and let η∈C∞0(Ω) be the cutoff factor of Ω′ in Ω, such that
0≤η≤1, η=1inΩ′, dist(suppη,Ω)≥2d. |
Let Δx<d, define φ=Δi∗Δx(η2ΔiΔxu), and note that u∈H10(Ω), then substituting φ=Δi∗Δx(η2ΔiΔxu) into the weak solution equation gives
∫∫Ω′T∂tu⋅Δi∗Δx(η2ΔiΔxu)+ΔumΔΔi∗Δx(η2ΔiΔxu)dxdt+∫∫Ω′ThuαΔi∗Δx(η2ΔiΔxu)dxdt+∫∫Ω′TfΔi∗Δx(η2ΔiΔxu)dxdt=∫∫Ω′Tξ⋅Δi∗Δx(η2ΔiΔxu)dxdt. | (3.1) |
Now we pay attention to ∫Ω′∂tuΔi∗Δx(η2ΔiΔxu)dx. Using differential transformation techniques,
∫∫Ω′T∂tuΔi∗Δx(η2ΔiΔxu)dxdt=∫∫Ω′T∂t(ΔiΔxu)η2ΔiΔxudxdt=12∫∫Ω′T∂t((ΔiΔxu)2η2)dxdt=∫Ω′(ΔiΔxu(x,T))2η2dx−∫Ω′(ΔiΔxu0)2η2dx. | (3.2) |
Substitute (3.2) into (3.1), so that
∫∫Ω′TΔΔiΔxumΔ(η2ΔiΔxu)dxdt+∫∫Ω′ThuαΔi∗Δx(η2ΔiΔxu)dxdt+∫∫Ω′TfΔi∗Δx(η2ΔiΔxu)dxdt≤∫∫Ω′Tξ⋅Δi∗Δx(η2ΔiΔxu)dxdt+∫Ω′(ΔiΔxu0)2η2dx. | (3.3) |
Here we use the commutativity of conjugate operator Δi∗Δx in ∫∫Ω′TΔumΔΔi∗Δx(η2ΔiΔxu)dxdt. Further using the differential technique to expand ΔΔihumΔ(η2Δihu), one can get
∫∫Ω′TΔΔiΔxumΔ(η2ΔiΔxu)dxdt=2∫T0∫Ω′η∇η⋅(ΔΔiΔxum)(ΔiΔxum)dxdt+∫T0∫Ω′η2(ΔΔiΔxum)2dxdt. | (3.4) |
Combining formula (3.3) and (3.4), it is easy to verify that
∫T0∫Ω′η2(ΔΔiΔxum)2dxdt=∫t0∫Ω′ξ⋅Δi∗Δx(η2ΔiΔxu)dxdt−∫∫Ω′ThuαΔi∗Δx(η2ΔiΔxu)dxdt−∫∫Ω′TfΔi∗Δx(η2ΔiΔxu)dxdt+∫Ω′(ΔiΔxu0)2η2dx−2∫T0∫Ω′η∇η⋅(ΔΔiΔxum)(ΔiΔxum)dxdt. | (3.5) |
By Hölder and Young inequalities,
∫T0∫Ω′fΔi∗Δx(η2ΔiΔxu)dxdt≤12∫T0∫Ω′f2dxdt+12∫T0∫Ω′[Δi∗Δx(η2ΔiΔxu)]2dxdt, | (3.6) |
2∫T0∫Ω′η∇η⋅(ΔΔiΔxum)(ΔiΔxum)dxdt≤2∫T0∫Ω′|∇η|2(ΔiΔxum)2dxdt+12∫T0∫Ω′η2(ΔΔiΔxum)2dxdt, | (3.7) |
∫∫Ω′ThuαΔi∗Δx(η2ΔiΔxu)dxdt≤12∫∫Ω′Th2u2αdxdt+12∫∫Ω′T[Δi∗Δx(η2ΔiΔxu)]2dxdt. | (3.8) |
Applying Hölder and Young inequalities again and combining with (3.1),
∫t0∫Ω′ξ⋅Δi∗Δx(η2ΔiΔxu)dxdt≤12M20T|Ω|+12∫∫Ω′T[Δi∗Δx(η2ΔiΔxu)]2dxdt. | (3.9) |
Substituting (3.6)-(3.9) to (3.5), it is clear to verify
∫T0∫Ω′η2(ΔΔiΔxum)2dxdt=M20T|Ω|+12∫∫Ω′T[Δi∗Δx(η2ΔiΔxu)]2dxdt+12∫∫Ω′Th2u2αdxdt+12∫∫Ω′T[Δi∗Δx(η2ΔiΔxu)]2dxdt+12∫T0∫Ω′f2dxdt+12∫T0∫Ω′[Δi∗Δx(η2ΔiΔxu)]2dxdt+∫Ω′(ΔiΔxu0)2η2dx+2∫T0∫Ω′|∇η|2(ΔiΔxum)2dxdt+12∫T0∫Ω′η2(ΔΔiΔxum)2dxdt. |
Rearranging the above formula, such that
∫T0∫Ω′η2(ΔΔiΔxum)2dxdt≤2M20T|Ω|+∫∫Ω′Th2u2αdxdt+∫T0∫Ω′f2dxdt+∫Ω′(ΔiΔxu0)2η2dx+4∫T0∫Ω′|∇η|2(ΔiΔxum)2dxdt+3∫T0∫Ω′[Δi∗Δx(η2ΔiΔxu)]2dxdt. |
Using the relationship between difference and partial derivative,
∫T0∫Ω′|∇η|2(ΔiΔxum)2dxdt≤C∫T0∫Ω′(ΔiΔxum)2dxdt≤C∫T0∫Ω′(∇um)2dxdt, |
∫T0∫Ω′[Δi∗Δx(η2ΔiΔxu)]2dxdt≤C∫T0∫Ω′(Δu)2dxdt, |
∫Ω′(ΔiΔxu0)2η2dxdt≤∫Ω′(∇u0)2dxdt. |
Therefore,
∫T0∫Ω′η2(ΔΔiΔxum)2dxdt≤C(M0,T,|Ω|,h)+C∫∫Ω′Tu2αdxdt+4∫T0∫Ω′f2dxdt+C∫Ω′(∇u0)2dxdt+C∫T0∫Ω′(∇um)2dxdt+C∫T0∫Ω′(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 α≤1, 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 f≥0 and h≥0 for any (x,t)∈ΩT. If u0∈H1(Ω), um∈L(0,T;H2(Ω)) and f∈L(0,T;L2(Ω)), then for any sub-area Ω′⊂⊂Ω, there holds u∈L(0,T;H3(Ω′)), and estimate (3.10). Moreover, if α≤1, (3.11) follows.
Using the finite cover principle and the flattening operator [14], we have the following global regularity result.
Theorem 3.2. Let f≥0 and h≥0 for any (x,t)∈ΩT. If u0∈H1(Ω), um∈L(0,T;H2(Ω)) and f∈L(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 α≤1, 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 α≤1, 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
∫Ω∂tu⋅umum+ε+ε|Δum|2um+εdx+∫Ωhuαumum+εdx+∫Ωfumum+εdx=∫Ωξ⋅umum+εdx. | (4.1) |
It follows from u∈L∞(0,T,H2(Ω)),∂tu∈L2(ΩT) and f∈L(0,T;L2(Ω)) that
∫Ω∂tu⋅umum+εdx→∫Ω∂tudxasε→0, | (4.2) |
∫Ωε|Δum|2um+εdx→0asε→0, | (4.3) |
∫Ωhuαumum+εdx→∫Ωhuαdxasε→0. | (4.4) |
Recall that um≥0 and ξ≥0 for any (x,t)∈ΩT. In this section we consider the case that f≤0 for any (x,t)∈ΩT and h is a negative constant, so
∫Ωξ⋅umum+εdx≥0, ∫Ωfumum+εdx≤0. | (4.5) |
Substituting (4.2)-(4.5) to (4.1), one can have
ddtE(t)≥−h∫Ωuαdx. | (4.6) |
Using Hölder inequality (here, we used the conditions α>1 and h<0),
∫Ωudx≤(∫Ωuαdx)1α|Ω|α−1α⇔∫Ωuαdx≥|Ω|1−αE(t)α, | (4.7) |
such that combining (4.6) and (4.7) gives
ddtE(t)≥−h|Ω|1−αE(t)α. | (4.8) |
Applying variable separation techniques to above equation, and then integrating from 0 to T gives
11−αE(t)1−α−11−αE(0)1−α≥−h|Ω|1−αt. | (4.9) |
Rearranging (4.9), one can get
E(t)≥[E(0)1−α−(1−α)h|Ω|1−αt]11−α. |
Note that α<1 and h<0. As t approaches 1(α−1)h−1|Ω|α−1E(0)1−α, 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
T∗≤1(α−1)h−1|Ω|α−1E(0)1−α. | (4.10) |
Further, we analyze the rate of Blowup. Integrating the value of (4.8) from t to T∗ gives
∫T∗t11−αddtE(t)1−α≥−h|Ω|1−α(T∗−t), | (4.11) |
which (note that E(T∗)1−α=0) implies that
1α−1E(t)1−α≥|h|⋅|Ω|1−α(T∗−t). | (4.12) |
Rearranging (4.12), it is easy to see that
E(t)1−α≥(α−1)|h|⋅|Ω|1−α(T∗−t). | (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(T∗−t)11−α, |
where C=(α−1)11−α|h|11−α|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=∂tu−Δ2um+huα+f,m>0. |
Firstly, this article analyzes the H3(Ω) regularity of weak solutions for variational inequality (1.1). We assume that f≥0 and h≥0 for any (x,t)∈ΩT, u0∈H10(Ω), um∈L(0,T;H2(Ω)) and f∈L(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 α≤1. 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 α≤1. 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.
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