Research article

Dynamic risk evaluation method of collapse in the whole construction of shallow buried tunnels and engineering application


  • Received: 13 November 2021 Revised: 29 January 2022 Accepted: 17 February 2022 Published: 25 February 2022
  • The collapse is the most frequent and harmful geological hazard during the construction of the shallow buried tunnel, which seriously threatens the life and property safety of construction personnel. To realize the process control of collapse in the tunnel construction, a three-stage risk evaluation method of collapse in the whole construction process of shallow tunnels was put forward. Firstly, according to the engineering geology and hydrogeology information obtained in the prospecting stage, a fuzzy model of preliminary risk evaluation based on disaster-pregnant environment factors was proposed to provide a reference for the optimization design of construction and support schemes in the design stage. Secondly, the disaster-pregnant environment factors were corrected based on the obtained information, such as advanced geological forecast and geological sketch, and the disaster-causing factors were introduced. An extension theory model of secondary risk evaluation was established to guide the reasonable excavation and primary support schemes. Finally, the disaster-pregnant and disaster-causing factors were corrected according to the excavation condition, an attribute model of final risk evaluation for the collapse was constructed combined with the mechanical response index of the surrounding rock. Meanwhile, the risk acceptance criteria and construction decision-making method of the collapse in the shallow buried tunnels were formulated to efficiently implement the multi-level risk control of this hazard. The proposed method has been successfully applied to the Huangjiazhuang tunnel of the South Shandong High-Speed Railway. The comparison showed that the evaluation results are highly consistent for these practical situations, which verify the application value of this study for guiding the safe construction of shallow buried tunnels.

    Citation: Zhiqiang Li, Sheng Wang, Yupeng Cao, Ruosong Ding. Dynamic risk evaluation method of collapse in the whole construction of shallow buried tunnels and engineering application[J]. Mathematical Biosciences and Engineering, 2022, 19(4): 4300-4319. doi: 10.3934/mbe.2022199

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  • The collapse is the most frequent and harmful geological hazard during the construction of the shallow buried tunnel, which seriously threatens the life and property safety of construction personnel. To realize the process control of collapse in the tunnel construction, a three-stage risk evaluation method of collapse in the whole construction process of shallow tunnels was put forward. Firstly, according to the engineering geology and hydrogeology information obtained in the prospecting stage, a fuzzy model of preliminary risk evaluation based on disaster-pregnant environment factors was proposed to provide a reference for the optimization design of construction and support schemes in the design stage. Secondly, the disaster-pregnant environment factors were corrected based on the obtained information, such as advanced geological forecast and geological sketch, and the disaster-causing factors were introduced. An extension theory model of secondary risk evaluation was established to guide the reasonable excavation and primary support schemes. Finally, the disaster-pregnant and disaster-causing factors were corrected according to the excavation condition, an attribute model of final risk evaluation for the collapse was constructed combined with the mechanical response index of the surrounding rock. Meanwhile, the risk acceptance criteria and construction decision-making method of the collapse in the shallow buried tunnels were formulated to efficiently implement the multi-level risk control of this hazard. The proposed method has been successfully applied to the Huangjiazhuang tunnel of the South Shandong High-Speed Railway. The comparison showed that the evaluation results are highly consistent for these practical situations, which verify the application value of this study for guiding the safe construction of shallow buried tunnels.



    The investigation of surfaces and alternative frames in Lorentz–Minkowski space offers insights into the interplay between differential geometry and special relativity [1,2,3,4].

    Ruled surfaces are surfaces that can be generated by moving a straight line in space according to specific rules. These surfaces have applications in various fields, including architecture, computer graphics, and differential geometry itself. While ruled surfaces are often studied in Euclidean or Riemannian geometries, examining them in the context of E31 opens new perspectives and challenges due to the Lorentzian nature of spacetime. The use of alternative frames in differential geometry [5,6] provides a basis for understanding the geometric and physical properties of spacetime. This approach, extensively discussed in Wald's textbook [7], allows for the decomposition of the metric tensor into components corresponding to different types of vectors in the frame. Alternative frames have proven valuable in studying the kinematics of particles and observers in curved spacetimes, enabling the interpretation of relativistic effects and gravitational interactions. Furthermore, in the fields of partial differential equations, geometric analysis, mathematical physics, etc., soliton theory is a critical theory that attracts the attention of many researchers [8,9,10,11]. There are many applications of solitons in applied mathematics and pure mathematics, especially in partial differential equations, ordinary partial differential equations, Lie algebras, Lie groups, differential geometry, and algebraic geometry [12,13,14,15]. In [16], Manukure and Booker presented an overview of solitons and applications; they stated the research history of solitons and showed further developments. The paper [16] shows that solitons appear in various fields, particularly in physical contexts, including fluid dynamics, optical fibers, and quantum field theory. In each case, they are described by specific evolution equations that capture the relevant physics [17]. This work aims to explore the evolution of different types of timelike ruled surfaces using alternative frames in Minkowski space. By investigating the interplay between these surfaces and alternative frames, we enhance our understanding of the geometric structures of these surfaces in Lorentz-Minkowski 3-space.

    This paper is organized as follows: In Section 2, we provide a brief overview of curves and timelike ruled surfaces and explore the relationship between these surfaces and alternative frames in Lorentz–Minkowski 3-space. Section 3 presents evolution equations for a given timelike curve and some timelike ruled surfaces generated by the alternative frame vectors of their associated timelike curves in Lorentz–Minkowski 3-space. Illustrated examples to support our main results are provided in Section 4, and we conclude with a summary of our findings in Section 5.

    Lorentz–Minkowski 3-space E31 is the real vector space E3 augmented by the Lorentzian inner product

    a,bE31=a1b1+a2b2+a3b3, (2.1)

    where a=(a1,a2,a3) and b=(b1,b2,b3)E31. The norm of b is b=b,bE31.

    The cross product of a and b is given by

    aE31b=a3b2+a2b3,a3b1+a1b3,a1b2a2b1. (2.2)

    If r(s):IRE31 is a regular curve described by

    r(s)=(y(s),z(s),w(s)), (2.3)

    where I is an open interval and y(s),z(s), and w(s)C3, then r is spacelike if r(s),r(s)E31>0, timelike if r(s),r(s)E31<0, and lightlike if r(s),r(s)E31=0, for all sI.

    The derivatives of the Frenet frame vectors of r(s), which has tangent T(s), principal normal n(s), and binormal p(s), take the form:

    s(T(s)n(s)p(s))=(0κ(s)0ϵpκ(s)0τ(s)0ϵTτ(s)0)(T(s)n(s)p(s)), (2.4)

    where

    T,TE31=ϵT,n,nE31=ϵn,andp,pE31=ϵTϵn=ϵp, (2.5)

    and

    T×E31n=p,n×E31p=ϵnT,andp×E31T=ϵTn. (2.6)

    The functions κ(s) and τ(s) represent the curvature and the torsion of the curve, respectively. For more details, see [2]. Additionally, this frame satisfies the following conditions:

    T(s)=dr/ds||dr/ds||,n(s)=Ts(s)||Ts(s)||,p(s)=T(s)E31n(s),

    where Ts(s)=dT(s)/ds.

    In this context, the time evolution equations for the given curve are written as follows:

    t(Tnp)=(0αβα0γβγ0)(Tnp),

    where α, β, and γ are the velocities of the curve, dependent on its curvatures.

    Next, we explore the alternative frame of r(s) as a timelike curve in Lorentz–Minkowski 3-space. By examining this frame, we gain insights into the geometric properties and physical aspects of the curve, offering a fresh perspective on its behavior within the context of differential geometry.

    Consider r=r(s) as a given timelike curve with arc length parameter s in E31. Let {T(s),n(s),p(s)} and {n(s),C(s),W(s)} be the Frenet frame and the alternative frame of r, respectively. The alternative frame can then be defined as follows:

    C(s)=n(s)||n(s)||, W(s)=τ(s)|κ2(s)τ2(s)|T(s)+κ(s)|κ2(s)τ2(s)|(s)p(s), (2.7)

    where n, C, and W represent the spacelike normal, the timelike derivative of the normal, and the spacelike Darboux vector of r(s), respectively [5]. Clearly, the Darboux vector W is orthogonal to the normal vector n(s) [6,18].

    The derivative formulas for the alternative frame of r(s) can be expressed as follows:

    s(n(s)C(s)W(s))=(0σ(s)0σ(s)0ϱ(s)0ϱ(s)0)(n(s)C(s)W(s)), (2.8)

    where

    σ(s)=|κ2(s)τ2(s)|,ϱ(s)=κ2(s)(τ(s)κ(s))κ2(s)τ2(s), (2.9)

    are differentiable functions referred to as alternative curvatures that depend on the curvatures of r(s).

    Since the principal normal vector n(s) is common to both frames, the relationship between the two frames can be expressed in matrix form as [5]:

    (Tnp)=(0κ(s)|κ2(s)τ2(s)|τ(s)|κ2(s)τ2(s)|1000τ(s)|κ2(s)τ2(s)|κ(s)|κ2(s)τ2(s)|)(nCW), (2.10)

    or

    (nCW)=(010κ(s)|κ2(s)τ2(s)|0τ(s)|κ2(s)τ2(s)|τ(s)|κ2(s)τ2(s)|0κ(s)|κ2(s)τ2(s)|)(Tnp). (2.11)

    Considering that

    n×E31C=W,C×E31W=n,andn×E31W=C, (2.12)

    and to simplify the form of our equations, we will use the following symbols:

    ϝ1=κ(s)|κ2(s)τ2(s)|,ϝ2=τ(s)|κ2(s)τ2(s)|.

    The equations of motion for the alternative frame {n(s),C(s),W(s)} of r(s) can be expressed broadly, similar to Eq (2.8) as [19]:

    t(n(s)C(s)W(s))=(0δ(s)θ(s)δ(s)0ϕ(s)θϕ(s)0)(n(s)C(s)W(s)), (2.13)

    where δ, θ, and ϕ represent the alternative velocities of the aforementioned curve.

    The alternative frame provides a distinct basis for analyzing the geometry of curves and surfaces. The vectors in this alternative frame often offer insights into various geometric properties and can simplify the analysis of complex structures [20]. In [21], a novel class of ruled surface known as the C-ruled surface is introduced, defined through the alternative frame associated with a base curve. The differential geometric properties of this surface are examined, including the striction line, distribution parameter, fundamental forms, as well as Gaussian and mean curvatures. In our work, we will examine the evolution equations for specific types of ruled surfaces with significant geometric applications. By employing the alternative frame associated with the basic curve of these surfaces, we will investigate their key geometric properties. This comprehensive analysis will provide deeper insights into the dynamics of the local curvatures during their evolution. Our work aims to advance the understanding of surface behavior in Lorentz–Minkowski 3-space, with implications across various disciplines.

    A ruled surface is one generated by moving a straight line, known as the ruling line, according to specific rules. Each ruling line lies entirely on the surface, forming a family of lines that cover the surface. Mathematically, a ruled surface can be defined as follows (see [3,22,23,24] for more details):

    S(s,v)=r(s)+vΦ(s)|sI,vJ, (2.14)

    where r(s) is the base curve of S(s,v) in Lorentz–Minkowski 3-space, v is a function defined on an interval J, and Φ is a fixed vector representing the direction of the ruling lines. The choice of the curve r(s) and the function v determines the specific properties and shape of the ruled surface.

    Definition 2.1. A surface in Lorentz–Minkowski 3-space is classified as spacelike or timelike based on the nature of the induced metric at the surface: a positive definite Riemannian metric corresponds to a spacelike surface, while a negative definite Riemannian metric corresponds to a timelike surface. Alternatively, a spacelike surface has a normal vector that is timelike, whereas a timelike surface has a normal vector that is spacelike[25].

    For the ruled surface defined by Eq (2.14), the normal vector at a point is defined as a vector perpendicular to the tangent plane of the surface at that point. This normal vector is crucial for defining the geometry of the surface and is denoted by

    N=Ss×Sv||Ss×Sv||. (2.15)

    The first and second fundamental forms on the surface S, along with their quantities, are respectively expressed by

    I=dS,dS=Eds2+2Fdsdv+Gdv2, (2.16)

    where,

    E=Ss,Ss,F=Ss,Sv=Sv,Ss,G=Sv,Sv,

    and

    II=dS,N=eds2+2fdsdv+gdv2, (2.17)

    noting that

    e=Sss,N,f=Ssv,N=Svs,N,g=Svv,N.

    The Gaussian and mean curvatures of S play a vital role in characterizing the shape and properties of S. They are given by the following forms:

    K=ϵNegf2EGF2=Det(h)Det(Δ);ϵN=N,N, (2.18)

    and

    H=ϵN2eG2fF+gE(EGF2)=12ϵNtr(hΔ), (2.19)

    where Δ=EGF2, h=egf2, and h denotes the inverse matrix of h [25].

    It is worth noting that, as stated in [26], the surface evolution denoted by S(s,v,t) and its corresponding flow S(s,v,t)t are considered inextensible if the following condition is satisfied:

    {Et=0,Ft=0,Gt=0. (2.20)

    In this section, we focus on deriving the evolution equations for special types of ruled surfaces using an alternative frame for their curves. To achieve this, we first derive the evolution equations for a timelike curve, highlighting its unique geometric properties and implications within differential geometry. The main result of this analysis is presented in the following theorem.

    Theorem 3.1. Let r=r(s,t) be a given timelike curve which has the alternative frame {n,C,W} in E31, then the evolution equations of the alternative curvatures of r can be described as:

    {σt=δs+ϱθ,ϱt=ϕsσθ, (3.1)

    where δ, ϕ and θ are the velocities of r.

    Proof. Let us write Eq (2.8) in a simple form as

    As=LA, (3.2)

    where

    A=(nCW),L=(0σ(s)0σ(s)0ϱ(s)0ϱ(s)0).

    Similar to that procedure, Eq (2.13) can be reformulated as

    At=MA, (3.3)

    where

    M=(0δ(s)θ(s)δ(s)0ϕ(s)θϕ(s)0).

    From this point, by applying the compatibility conditions sAt=tAs and making some calculations, one can obtain

    LtMs+[L,M]=03×3, (3.4)

    with Lie bracket [L,M]=LMML.

    We conclude from Eq (3.4), after simple calculations, we obtain the following system of equations

    {σtδsϱθ=0,ϱtϕs+σθ=0,θsσϕ+ϱδ=0,

    which leads to the completeness of the proof.

    Our focus now shifts to deriving evolution equations for specific ruled surfaces generated by the alternative frame vectors associated with their curves. This will be addressed through the following theorems.

    Theorem 3.2. Consider r=r(s,t) is a timelike curve that has the alternative frame {n,C,W} in Lorentz–Minkowski 3-space. Let Sn be a timelike n-ruled surface whose r is its base curve, then the following are hold:

    1) The evolution equation of Sn is

    ϝ2ϝ2t(ϝ1+vσ)ϝ1t=0. (3.5)

    2) Sn is minimal surface if and only if

    ϝ2τ2(ϝ1+vτ1)s=0.

    3) Sn is developable if and only if

    (ϝ1+vσ)ϝ2ϱ=0.

    Proof. Since, the ruled surface Sn can be written as:

    Sn(s,v,t)=r(s,t)+vn(s,t), (3.6)

    then by differentiating this equation, we get

    {(Sn)s=(ϝ1+vσ)CϱW,(Sn)v=n.

    From Eq (2.15), the normal on N is obtained:

    N=1τ2κ2(s)τ2(s)+(ϝ1+vσ)2(0,ϝ2,ϝ1vσ). (3.7)

    In the light of the above, the first fundamental quantities are

    E=ϝ22(ϝ1+vσ)2,F=0,G=1, (3.8)

    which lead to

    I=EGF2=ϝ22(ϝ1+vσ)2. (3.9)

    The second derivatives of Eq (3.6) with respect to s and v are expressed as

    {(Sn)ss=σ(ϝ1+vσ)n+((ϝ1+vσ)sϝ2ϱ)C+(ϱ(ϝ1+vσ)(ϝ2)s)W,(Sn)vv=0,(Sn)vs=(Sn)sv=σC.

    From this, the second fundamental form is given as follows:

    II=egf2=(σ2((ϝ1+vσ)ϝ2ϱ)2(ϝ1+vσ)2ϝ22), (3.10)

    where,

    {e=(Sn)ss,N=ϝ22ϱϝ2(ϝ1+vσ)s(ϝ1+vσ)2ϝ22,f=(Sn)sv,N=(Sn)vs,N=σ((ϝ1+vσ)ϝ2ϱ)(ϝ1+vσ)2ϝ22,g=(Sn)vv,N=0. (3.11)

    From the aforementioned data, the Gaussian and mean curvatures for the surface Sn are given as follows:

    {K=(σ((ϝ1+vσ)ϝ2ϱ)ϝ22+(ϝ1+vσ)2)2,H=12(ϝ22ϱϝ2(ϝ1+vσ)s(ϝ22+(ϝ1+vσ)32), (3.12)

    therefore, the surface Sn is minimal if and only if

    ϝ22ϱϝ2(ϝ1+vσ)s=0.

    On the other hand, the surface Sn can be described as a developable if and only if

    σ((ϝ1+vσ)ϝ2ϱ)=0.

    In light of the benefit of Eq (2.20), the evolution of the surface is obtained:

    ϝ2ϝ2t(ϝ1+vσ)ϝ1t=0.

    This finishes the proof.

    Theorem 3.3. Assume that SC is a timelike C-ruled surface and r(s,t) be its timelike curve, which has the alternative frame vectors n,C,W in Lorentz–Minkowski 3-space. The surface SC satisfies the following:

    1) It is minimal if and only if

    (vσ(ϝ1(σϱ)(vσ)s+(ϝ1σ+vϱ)s)+ϝ2(ϝ1σ+(vσ)s)+ϝ1σ(ϝ2+v(σ+ϱ)))=0 (3.13)

    holds.

    2) The surface is developable if and only if

    vσ+vϱϝ2=0 (3.14)

    is hold.

    3) It has the evolution equation:

    ϝ1ϝ1t+(ϝ2+vϱ)ϝ2t=0. (3.15)

    Proof. The parametric representation of the SC surface can be formulated as

    SC(s,v,t)=r(s,t)+vC(s,t). (3.16)

    The partial differentials of the surface SC with respect to s and v are given from

    {(SC)s=vσn+ϝ1C+(ϝ2+vϱ)W,(SC)v=C.

    Again, the surface differentials with respect to the parameters s and v are expressed as follows:

    {(SC)ss=(σϝ1+(vσ)s)n,+(vσ2+(ϝ1)s+ϱ(ϝ2+vϱ))C+((ϝ2+vϱ)s+ϝ1ϱ)W(SC)vv=0,(SC)vs=(SC)sv=σn+ϱW.

    From this, the normal relative to the surface is given by

    N=1(vσ)2+(ϝ2+vϱ)2(ϝ2vσ,0,vσ). (3.17)

    In light of the above-mentioned data related to surface calculations, the first and second fundamental forms with their quantities are, respectively

    E=(vσ)2ϝ21+(ϝ2+vϱ)2,F=ϝ1,G=1, (3.18)

    which give us

    I=(vσ)2(ϝ2+vϱ)2, (3.19)

    and,

    {e=vσ(ϝ1(σϱ)(vσ)s+(ϝ1σ+vϱ)s)+ϝ2(ϝ1σ+vϱ)s)(vσ)2+(ϝ2+vϱ)2,f=σ(ϝ2+vσ+vϱ)(vσ)2+(ϝ2+vϱ)2,g=0. (3.20)

    From this, we have

    II=σ2(ϝ2+vσ+vϱ)2(vσ)2+(ϝ2+vϱ)2. (3.21)

    The geometric meanings of the surface SC are represented by its Gaussian and mean curvatures. They are given from

    {K=(σ(ϝ2+vσ+vϱ)(vσ)2+(ϝ2+vϱ)2)2,H=12vσ(ϝ1(σϱ)(vσ)s+(ϝ1σ+vϱ)s)+ϝ2(ϝ1σ+(vσ)s)+ϝ1σ(ϝ2+v(σ+ϱ))((vσ)2+(ϝ2+vϱ)2)32. (3.22)

    As a result of the above, the surface SC is minimal when

    (vσ(ϝ1(σϱ)(vσ)s+(ϝ1σ+vϱ)s)+ϝ2(ϝ1σ+(vσ)s)+ϝ1σ(ϝ2+v(σ+ϱ)))=0

    holds.

    Besides, the surface SC is classified as a developable whenever

    ϝ2+vσ+vϱ=0,

    is hold.

    By applying Eq (2.20), the evolution condition for this surface is expressed as

    ϝ1ϝ1t+(ϝ2+vϱ)ϝ2t=0.

    Hence, the proof is completed.

    Theorem 3.4. Suppose that SW is a timelike W-ruled surface generated by the alternative vector W of its base curve r in Lorentz–Minkowski 3-space. Then, the following statements are satisfied:

    1) SW is a developable surface.

    2) It has the following evolution equation:

    ϝ2ϝ2t(ϝ1+vϱ)ϝ1t=0. (3.23)

    Proof. Since the surface SW has the following parametric representation

    SW(s,v,t)=r(s,t)+vW(s,t), (3.24)

    then by differentiating this equation twice with respect to s and v, we obtain the following

    {(SW)s=(ϝ1+vϱ)Cϝ2W,(SW)v=σW,(SW)ss=σ(ϝ1+vϱ)n+(ϝ2ϱ+(ϝ1+vϱ)s)C+(ϱ(ϝ1+vϱ)(ϝ2)s)W,(SW)vv=0,(SW)vs=(SW)sv=ϱC.

    From this, we have the normal

    N=(1,0,0), (3.25)

    and

    {E=(SW)s,(SW)s=(ϝ1+vϱ)2+ϝ22,F=(SW)s,(SW)v=ϝ2,G=(SW)v,(SW)v=1, (3.26)
    I=(ϝ1+vϱ)2, (3.27)

    and also

    e=(SW)ss,N=σ(ϝ1+vϱ),f=(SW)vs,N=0,g=(SW)vv,N=0, (3.28)
    II=0. (3.29)

    Further, the Gaussian and mean curvatures of SW are calculated as

    K=0,H=σ2(ϝ1+vϱ), (3.30)

    As a consequence, this surface is developable and not minimal.

    Under the previous data, the evolution equation for the surface SW is given by

    ϝ2ϝ2t(ϝ1+vϱ)ϝ1t=0.

    Thus, the result is clear.

    In this section, we are interested in providing a practical example to demonstrate the theoretical results that we obtained through our study of the three special ruled surfaces: n-ruled, C-ruled, and W-ruled surfaces.

    Consider r(s,t) be a timelike curve given by (see Figure 1)

    r(s,t)=(t sinh2s,t cosh2s,t s). (4.1)
    Figure 1.  The timelike curve r.

    The tangent T, the normal n and the binormal p of r are, respectively

    {T=(2cosh2s,2sinh2s,1),n=(sinh2s,cosh2s,0),p=(cosh2s,sinh2s,2).

    The curvature functions of the considered curve are

    κ=2t,τ=2t,

    also, the alternative frame vectors n,C,W of r are given as follows:

    {n=(sinh2s,cosh2s,0),C=(cosh2s,sinh2s,0),W=(0,0,1). (4.2)

    From this, the alternative curvatures of r are calculated as

    σ=2t,ϱ=0.

    The n-ruled surface that has r as a base curve is expressed by the following representation (see Figure 2)

    Sn=(tsinh(2s)+vsinh(2s),tcosh(2s)vcosh(2s),ts), (4.3)
    Figure 2.  The evolved n-ruled surface Sn of the curve r.

    which has the normal

    N=(tcosh(2s)2v(v+2tcosh(22s))+t2cosh(42s),tsinh(2s)2v(v+2tcosh(22s))+t2cosh(42s),v+tcosh(22s)v2+2tvcosh(22s)+12t2cosh(42s)).

    The first and second fundamental coefficients of the surface can be calculated, respectively

    E=t22v24tvcosh(22s), F=2tsinh(22s),G=1,

    and

    {e=2t2sinh(22s)2v(v+2tcosh(22s))+t2cosh(42s),f=tv2+2tvcosh(22s)+12t2cosh(42s),g=0.

    Also, the surface's curvatures are

    K=2t2(2v2+4tvcosh(22s)+t2cosh(42s))2,H=t2(2+t2+2v2+4tvcosh(22s))sinh(22s)(2v2+4tvcosh(22s)+t2cosh(42s))3/2. (4.4)

    Similarly, the ruled surface that is generated by the vector C of the alternative frame of r can be written as (see Figure 3)

    SC=(vcosh(2s)+tsinh(2s),tcosh(2s)+vsinh(2s),ts). (4.5)
    Figure 3.  The evolved C-ruled surface SC of the curve r.

    Straightforward calculations of the surface SC lead to

    N=(tsinh(2s)t2+2v2,tcosh(2s)t2+2v2,vt22+v2),

    and

    E= t 2+2v2, F=2 t ,G=1,
    e=2 t 2 t 2+2v2, f= t  t 22+v2,g=0.

    The Gaussian and mean curvatures of SC are

    K=2 t 2( t 2+2v2)2,H= t 2( t 22(1+v2))( t 2+2v2)3/2. (4.6)

    In the light of these results, this surface is neither developable nor minimal.

    Likewise, the parametric representation for the ruled surface SW reads as (see Figure 4)

    SW=(tsinh(2s),tcosh(2s),ts+v). (4.7)
    Figure 4.  The evolved W-ruled surface SW of the curve r.

    Making some special calculations related to the considered surface, we get

    N=(sinh(2s),cosh(2s),0),

    and

    E= t 2,F= t ,G=1,e=2 t ,f=0,and g=0.

    The Gaussian and mean curvatures are

    K=0,H= t 2,

    which describe SC as developable and not minimal.

    In the three-dimensional Lorentz–Minkowski 3-space E31, we examined the evolution equations for specific types of ruled surfaces that have significant geometric and physical applications. We employed the alternative frame associated with the basic curve of these surfaces and investigated their key geometric properties. Through a comprehensive analysis, we gained deeper insights into the dynamics of the local curvatures exhibited by these surfaces during their evolution. This work advanced the understanding of the dynamical behavior of surfaces in Lorentz–Minkowski 3-space, with potential implications across various disciplines. Finally, we discussed applications of our preliminary findings, which contribute significantly to the broader field of differential geometry. Looking forward, several avenues for future research emerge. Our findings could be applied to physical models involving particle trajectories or gravitational fields, potentially revealing how timelike ruled surfaces might be utilized in practical scenarios or theoretical frameworks. Further studies could explore alternative frames in more complex settings or for other types of surfaces beyond ruled ones, which might lead to a broader understanding of geometric structures in relativity. The study of solitons through their evolution equations provides crucial insights into a wide range of phenomena, contributing to advances in both theoretical and applied sciences. Solitons are special types of solutions to nonlinear partial differential equations that maintain their shape while propagating at constant velocity. They are often associated with topological solutions and are significant in various fields [16]. Here are some potential applications of evolution equations related to solitons (topological solutions): In the field of mathematical physics, the study of solitons is essential for understanding integrable systems, where the evolution equations are exactly solvable. This has applications in theoretical models and helps in the development of new mathematical techniques. Also, in plasma physics, the evolution equations used in solitons can describe stable wave packets in plasma, which helps in understanding space weather–phenomena and the behavior of high-energy plasmas. By expanding on these aspects, in future research, we will combine the results and methods in [25,26,27] to deepen our knowledge and uncover new applications of differential geometry in both theoretical and practical contexts.

    Yanlin Li: Conceptualization, Methodology; M. Khalifa Saad: Validation, Formal analysis; H. S. Abdel-Aziz: Writing-review, Supervision, Validation; H. M. Serry: Methodology, Writing-original draft; F. M. El-Adawy: Validation, editing. All authors have read and approved the final version of the manuscript for publication.

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

    The authors express gratitude to the reviewers and editors for their helpful comments and suggestions.

    All authors declare no conflicts of interest in this paper.



    [1] Q. H. Qian, P. Lin, Safety risk management of underground engineering in China: progress, challenges and strategies, J. Rock Mech. Geotech. Eng., 8 (2016), 423–442. https://doi.org/10.1016/j.jrmge.2016.04.001 doi: 10.1016/j.jrmge.2016.04.001
    [2] S. Wang, L. P. Li, S. Cheng, J. Y. Yang, H. Jin, S. Gao, et al., Study on an improved real-time monitoring and fusion prewarning method for water inrush in tunnels, Tunnelling Underground Space Technol., 112 (2021), 103884. https://doi.org/10.1016/j.tust.2021.103884 doi: 10.1016/j.tust.2021.103884
    [3] W. Chen, G. H. Zhang, H. Wang, L. B. Chen, Risk assessment of mountain tunnel collapse based on rough set and conditional information entropy, Rock Soil Mech., 40 (2019), 1–10. https://doi.org/10.16285/j.rsm.2018.1290 doi: 10.16285/j.rsm.2018.1290
    [4] Q. J. Zuo, L. Wu, C.Y. Lin, C. M. Xu, B. Li, Z. L. Lu, et al., Collapse mechanism and treatment measures for tunnel in water-rich soft rock crossing fault, Chin. J. Rock Mech. Eng., 35 (2016), 369–377. https://doi.org/10.13722/j.cnki.jrme.2014.1632 doi: 10.13722/j.cnki.jrme.2014.1632
    [5] M. Fera, R. Macchiaroli, Proposal of a quali-quantitative assessment model for health and safety in small and medium enterprises, WIT Trans. Bulit Environ., 108 (2009), 117–126. https://doi.org/10.2495/SAFE090121 doi: 10.2495/SAFE090121
    [6] H. H. Einstein, Risk and risk analysis in rock engineering, Tunnelling Underground Space Technol., 11 (1996), 141–155. https://doi.org/10.1016/0886-7798(96)00014-4 doi: 10.1016/0886-7798(96)00014-4
    [7] B. Nilsen, A. Palmstrom, H. Stille, Quality control of a subsea tunnel project in complex ground conditions, in Proceedings of the ITA World Tunnel Congress Oslo, Norway, (1999), 137–144.
    [8] R. Sturk, L. Olsson, J. Johansson, Risk and decision analysis for large underground projects as applied to the stockholm ring road tunnels, Tunnelling Underground Space Technol., 11 (1996), 157–164. https://doi.org/10.1016/0886-7798(96)00019-3 doi: 10.1016/0886-7798(96)00019-3
    [9] S. V. Woude, U. Maidl, J. J. Honker, Risk management for the betuweroute shield driven tunnels, Claiming Underground Space, 2003 (2003), 1043–1049.
    [10] S. D. Eskesen, P. R. Tengborg, J. Kampmann, T. H. Veicherts, Guidelines for tunnelling risk management: international tunnelling association, working group No. 2, Tunnelling Underground Space Technol., 19 (2004), 217–237. https://doi.org/10.1016/j.tust.2004.01.001
    [11] H. H. Choi, H. N. Cho, J. W. Seo, Risk assessment methodology for underground construction projects, J. Constr. Eng. Manage., 130 (2004), 258–272. https://doi.org/10.1061/(ASCE)0733-9364(2004)130:2(258) doi: 10.1061/(ASCE)0733-9364(2004)130:2(258)
    [12] H. S. Shin, Y. C. Kwon, Y. S. Jung, G. J. Bae, Y. G. Kim, Methodology for quantitative hazard assessment for tunnel collapses based on case histories in Korea, Int. J. Rock Mech. Min. Sci., 46 (2009), 1072–1087. https://doi.org/10.1016/j.ijrmms.2009.02.009 doi: 10.1016/j.ijrmms.2009.02.009
    [13] M. Fera, R. Macchiaroli, Use of analytic hierarchy process and fire dynamics simulator to assess the fire protection systems in a tunnel on fire, Int. J. Risk Assess. Manage., 14 (2010), 504–529.
    [14] I. Benekos, D. Diamantidis, On risk assessment and risk acceptance of dangerous goods transportation through road tunnels in Greece, Saf. Sci., 91 (2017), 1–10. http://dx.doi.org/10.1016/j.ssci.2016.07.013
    [15] A. N. Beard, Tunnel safety, risk assessment and decision-making, Tunnelling Underground Space Technol., 25 (2010), 91–94. https://doi.org/10.1016/j.tust.2009.07.006 doi: 10.1016/j.tust.2009.07.006
    [16] L. Chen, H. W. Huang, Risk analysis of rock tunnel engineering, Chin. J. Rock Mech. Eng., 24 (2005), 110–115. https://doi.org/10.3321/j.issn:1000-6915.2005.01.018 doi: 10.3321/j.issn:1000-6915.2005.01.018
    [17] S. C. Li, Z. Q. Zhou, L. P. Li, Z. H. Xu, Q. Q. Zhang, S. S. Shi, Risk assessment of water inrush in karst tunnels based on attribute synthetic evaluation system, Tunnelling Underground Space Technol., 38 (2013), 50–58. https://doi.org/10.1016/j.tust.2013.05.001 doi: 10.1016/j.tust.2013.05.001
    [18] J. J. Chen, F. Zhou, J. S. Yang, B. C. Liu, Fuzzy analytic hierarchy process for risk evaluation of collapseduring construction of mountain tunnel, Rock Soil Mech., 30 (2009), 2365–2370. https://doi.org/10.16285/j.rsm.2009.08.017 doi: 10.16285/j.rsm.2009.08.017
    [19] Y. C. Zhai, Y. S. Hu, X. H. Liao, Y. L. Sun, Renovated nonlinear fuzzy assessment method for casting the tunnel collapse risk based on the entropy weighting, J. Saf. Environ., 16 (2016), 41–45. https://doi.org/10.13637/j.issn.1009-6094.2016.05.008 doi: 10.13637/j.issn.1009-6094.2016.05.008
    [20] Y. C. Yuan, S. C. Li, L. P. Li, T. Lei, S. Wang, B. L. Sun, Risk evaluation theory and method of collapse in mountain tunnel and its engineering applications, J. Cent. South Univ. (Sci. Technol.), 47 (2016), 2406–2414. https://doi.org/10.11817/j.issn.1672-7207.2016.07.031 doi: 10.11817/j.issn.1672-7207.2016.07.031
    [21] C. L. Gao, S. C. Li, J. Wang, L. P. Li, P. Lin, The risk assessment of tunnels based on grey correlation and entropy weight method, Geotech. Geol. Eng., 36 (2018), 1621–1631. https://doi.org/10.1007/s10706-017-0415-5 doi: 10.1007/s10706-017-0415-5
    [22] G. Z. Ou, Y. Y. Jiao, G. H. Zhang, J. P. Zou, F. Tan, W. S. Zhang, Collapse risk assessment of deep-buried tunnel during construction and its application, Tunnelling Underground Space Technol., 115 (2021), 104019. https://doi.org/10.1016/j.tust.2021.104019 doi: 10.1016/j.tust.2021.104019
    [23] S. C. Li, S. S. Shi, L. P. Li, Z. Q. Zhou, M. Guo, T. Lei, Attribute recognition model and its application of mountain tunnel collapse risk assessment, J. Basic Sci. Eng., 21 (2013), 147–158. https://doi.org/10.3969/j.issn.1005-0930.2013.01.016 doi: 10.3969/j.issn.1005-0930.2013.01.016
    [24] Z. G. Xu, N. G. Cai, X. F. Li, M. T. Xian, T. W. Dong, Risk assessment of loess tunnel collapse during construction based on an attribute recognition model, Bull. Eng. Geol. Environ., 80 (2021), 6205–6220. https://doi.org/10.1007/s10064-021-02300-8 doi: 10.1007/s10064-021-02300-8
    [25] S. Wang, L. P. Li, S. Cheng, Risk assessment of collapse in mountain tunnels and software development, Arabian J. Geosci., 13 (2020), 1196. https://doi.org/10.1007/s12517-020-05520-6 doi: 10.1007/s12517-020-05520-6
    [26] S. Wang, L. P. Li, S. S. Shi, S. Cheng, H. J. Hu, T. Wen, Dynamic risk assessment method of collapse in mountain tunnels and application, Geotech. Geol. Eng., 38 (2020), 2913–2926. https://doi.org/10.1007/s10706-020-01196-7 doi: 10.1007/s10706-020-01196-7
    [27] W. G. Cao, Y. C. Zhai, J. Y. Wang, Y. J. Zhang, Method of set pair analysis for collapse risk during construction of mountain tunnel, Chin. J. Highway Transp., 25 (2012), 90–99. https://doi.org/10.19721/j.cnki.1001-7372.2012.02.013 doi: 10.19721/j.cnki.1001-7372.2012.02.013
    [28] W. Chen, G. H. Zhang, Y. Y. Jiao, H. Wang, Unascertained measure-set pair analysis model of collapse risk Evaluation in mountain tunnels and its engineering application, KSCE J. Civil Eng., 25 (2021), 451–467. https://doi.org/10.1007/s12205-020-0627-8 doi: 10.1007/s12205-020-0627-8
    [29] X. J. Guan, Evaluation method on risk grade of tunnel collapse based on extension connection cloud model, J Saf. Sci. Technol., 14 (2018), 186–192. https://doi.org/10.11731/j.issn.1673-193x.2018.11.030 doi: 10.11731/j.issn.1673-193x.2018.11.030
    [30] G. Yang, D. W. Liu, F. J. Chu, H. D. Peng, W. X. Huang, Evaluation on risk grade of tunnel collapse based on cloud model, J. Saf. Sci. Technol., 11 (2015), 95–101. https://doi.org/10.11731/j.issn.1673-193x.2015.06.015 doi: 10.11731/j.issn.1673-193x.2015.06.015
    [31] Y. L. An, L. M. Peng, B. Wu, F. Zhang, Comprehensive extension assessment on tunnel collapse risk, J. Cent. South Univ. (Sci. Technol.), 42 (2011), 514–520. https://doi.org/10.4028/www.scientific.net/AMR.211-212.106 doi: 10.4028/www.scientific.net/AMR.211-212.106
    [32] Z. Yang, X. L. Rong, H. Lu, X. Dong, Risk assessment on the tunnel collapse probability by the theory of extenics in combination with the entropy weight and matter-element model, J. Saf. Environ., 16 (2016), 15–19. https://doi.org/10.13637/j.issn.1009-6094.2016.02.003 doi: 10.13637/j.issn.1009-6094.2016.02.003
    [33] Y. C. Wang, X. Yin, F. Geng, H. W. Jing, H. J. Su, R. C. Liu, Risk assessment of water inrush in karst tunnels based on the efficacy coefficient method, Pol. J. Environ. Stud., 4 (2017), 1765–1775. https://doi.org/10.15244/pjoes/65839 doi: 10.15244/pjoes/65839
    [34] M. Caterino, M. Fera, R. Macchiaroli, A. Lambiase, Appraisal of a new safety assessment method using the petri nets for the machines safety, IFAC Papers Online, 51 (2018), 933–938. https://doi.org/10.1016/j.ifacol.2018.08.488 doi: 10.1016/j.ifacol.2018.08.488
    [35] Z. Q. Zhou, S. C. Li, L. P. Li, B. Sui, S. S. Shi, Q. Q. Zhang, Causes of geological hazards and risk control of collapse in shallow tunnels, Rock Soil Mech., 34 (2013), 1376–1382. https://doi.org/10.16285/j.rsm.2013.05.028 doi: 10.16285/j.rsm.2013.05.028
    [36] S. Wang, Regional Dynamic Risk Assessment and Early Warning of Tunnel Water Inrush and Application, Master thesis, Shandong University, 2016.
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