Research article

Geotechnical characterization of index and deformation properties of Stockholm clays

  • Received: 10 February 2023 Revised: 14 March 2023 Accepted: 30 March 2023 Published: 18 April 2023
  • This paper describes the geotechnical characteristics of index and deformation properties of Stockholm clays. These clays exhibit large variations both geographically and with depth. The clays range from highly organic clays with high plasticity to silty clays with low plasticity. First, the geological conditions of the clays are outlined to qualitatively explain the typical soil stratigraphy encountered in the Stockholm area. Second, two large generic databases are presented, containing 3,500 and 1,600 data points, respectively. The data originates from routine testing and constant rate of strain oedometer tests conducted in commercial projects. The data is analyzed and compared with results from high quality block sampling. It is seen that a common feature of the clays are low undrained shear strengths, and consequently low yield stresses and oedometer moduli. Further, several deformation properties such as preconsolidation pressure and several oedometer moduli is shown to depend on the soils natural water content and its plasticity. Differences in sample quality is shown to highly affect some properties, highlighting the importance of quality sampling and handling of samples. Criteria for sample quality for this type of clay is proposed based on the oedometer moduli before and after the preconsolidation pressure. The paper can hopefully work as a useful reference to engineers working on similar soils worldwide.

    Citation: Solve Hov, David Gaharia. Geotechnical characterization of index and deformation properties of Stockholm clays[J]. AIMS Geosciences, 2023, 9(2): 258-284. doi: 10.3934/geosci.2023015

    Related Papers:

    [1] Qiaoping Li, Sanyang Liu . Predefined-time vector-polynomial-based synchronization among a group of chaotic systems and its application in secure information transmission. AIMS Mathematics, 2021, 6(10): 11005-11028. doi: 10.3934/math.2021639
    [2] Minghung Lin, Yiyou Hou, Maryam A. Al-Towailb, Hassan Saberi-Nik . The global attractive sets and synchronization of a fractional-order complex dynamical system. AIMS Mathematics, 2023, 8(2): 3523-3541. doi: 10.3934/math.2023179
    [3] Sukono, Siti Hadiaty Yuningsih, Endang Rusyaman, Sundarapandian Vaidyanathan, Aceng Sambas . Investigation of chaos behavior and integral sliding mode control on financial risk model. AIMS Mathematics, 2022, 7(10): 18377-18392. doi: 10.3934/math.20221012
    [4] Abdulaziz Khalid Alsharidi, Saima Rashid, S. K. Elagan . Short-memory discrete fractional difference equation wind turbine model and its inferential control of a chaotic permanent magnet synchronous transformer in time-scale analysis. AIMS Mathematics, 2023, 8(8): 19097-19120. doi: 10.3934/math.2023975
    [5] Omar Kahouli, Imane Zouak, Ma'mon Abu Hammad, Adel Ouannas . Chaos, control and synchronization in discrete time computer virus system with fractional orders. AIMS Mathematics, 2025, 10(6): 13594-13621. doi: 10.3934/math.2025612
    [6] Pratap Anbalagan, Evren Hincal, Raja Ramachandran, Dumitru Baleanu, Jinde Cao, Michal Niezabitowski . A Razumikhin approach to stability and synchronization criteria for fractional order time delayed gene regulatory networks. AIMS Mathematics, 2021, 6(5): 4526-4555. doi: 10.3934/math.2021268
    [7] Pratap Anbalagan, Evren Hincal, Raja Ramachandran, Dumitru Baleanu, Jinde Cao, Chuangxia Huang, Michal Niezabitowski . Delay-coupled fractional order complex Cohen-Grossberg neural networks under parameter uncertainty: Synchronization stability criteria. AIMS Mathematics, 2021, 6(3): 2844-2873. doi: 10.3934/math.2021172
    [8] Xinna Mao, Hongwei Feng, Maryam A. Al-Towailb, Hassan Saberi-Nik . Dynamical analysis and boundedness for a generalized chaotic Lorenz model. AIMS Mathematics, 2023, 8(8): 19719-19742. doi: 10.3934/math.20231005
    [9] Canhong Long, Zuozhi Liu, Can Ma . Synchronization dynamics in fractional-order FitzHugh–Nagumo neural networks with time-delayed coupling. AIMS Mathematics, 2025, 10(4): 8673-8687. doi: 10.3934/math.2025397
    [10] Honglei Yin, Bo Meng, Zhen Wang . Disturbance observer-based adaptive sliding mode synchronization control for uncertain chaotic systems. AIMS Mathematics, 2023, 8(10): 23655-23673. doi: 10.3934/math.20231203
  • This paper describes the geotechnical characteristics of index and deformation properties of Stockholm clays. These clays exhibit large variations both geographically and with depth. The clays range from highly organic clays with high plasticity to silty clays with low plasticity. First, the geological conditions of the clays are outlined to qualitatively explain the typical soil stratigraphy encountered in the Stockholm area. Second, two large generic databases are presented, containing 3,500 and 1,600 data points, respectively. The data originates from routine testing and constant rate of strain oedometer tests conducted in commercial projects. The data is analyzed and compared with results from high quality block sampling. It is seen that a common feature of the clays are low undrained shear strengths, and consequently low yield stresses and oedometer moduli. Further, several deformation properties such as preconsolidation pressure and several oedometer moduli is shown to depend on the soils natural water content and its plasticity. Differences in sample quality is shown to highly affect some properties, highlighting the importance of quality sampling and handling of samples. Criteria for sample quality for this type of clay is proposed based on the oedometer moduli before and after the preconsolidation pressure. The paper can hopefully work as a useful reference to engineers working on similar soils worldwide.



    Since pioneering works of Pecora and Carroll's [1], chaos synchronization and control have turned a hot topic and received much attention in various research areas. A number of literatures shows that chaos synchronization can be widely used in physics, medicine, biology, quantum neuron and engineering science, particularly in secure communication and telecommunications [1,2,3]. In order to realize synchronization, experts have proposed lots of methods, including complete synchronization and Q-S synchronization [4,5], adaptive synchronization [6], lag synchronization[7,8], phase synchronization [9], observer-based synchronization [10], impulsive synchronization [11], generalized synchronization [12,13], lag projective synchronization [14,15], cascade synchronization et al [16,17,18,19,20]. Among them, the cascade synchronization method is a very effective algorithm, which is characterized by reproduction of signals in the original chaotic system to monitor the synchronized motions.

    It is know that, because of the complexity of fractional differential equations, synchronization of fractional-order chaotic systems is more difficult but interesting than that of integer-order systems. Experts find that the key space can be enlarged by the regulating parameters in fractional-order chaotic systems, which enables the fractional-order chaotic system to be more suitable for the use of the encryption and control processing. Therefore, synchronization of fractional-order chaotic systems has gained increasing interests in recent decades [21,22,23,24,25,26,27,28,29,30,31]. It is noticed that most synchronization methods mentioned in [4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20] work for integer-order chaotic systems. Here, we shall extend to cascade synchronization for integer-order chaotic systems to a kind of general form, namely function cascade synchronization (FCS), which means that one chaotic system may be synchronized with another by sending a signal from one to the other wherein a scaling function is involved. The FCS is effective both for the fractional order and integer order chaotic systems. It constitutes a general method, which can be considered as a continuation and extension of earlier works of [13,16,19]. The nice feature of our method is that we introduce a scaling function for achieving synchronization of fractional-order chaotic systems, which can be chosen as a constant, trigonometric function, power function, logarithmic and exponential function, hyperbolic function and even combinations of them. Hence, our method is more general than some existing methods, such as the complete synchronization approach and anti-phase synchronization approach et al.

    To sum up, in this paper, we would like to use the FCS approach proposed to study the synchronization of fractional-order chaotic systems. We begin our theoretical work with the Caputo fractional derivative. Then, we give the FCS of the fractional-order chaotic systems in theory. Subsequently, we take the fractional-order unified chaotic system as a concrete example to test the effectiveness of our method. Finally, we make a short conclusion.

    As for the fractional derivative, there exists a lot of mathematical definitions [32,33]. Here, we shall only adopt the Caputo fractional calculus, which allows the traditional initial and boundary condition assumptions. The Caputo fractional calculus is described by

    dqf(t)dtq=1Γ(qn)t0f(n)(ξ)(tξ)qn+1dξ,n1<q<n. (2.1)

    Here, we give the function cascade synchronization method to fractional-order chaotic systems. Take a fractional-order dynamical system:

    dqxdtq=f(x)=Lx+N(x) (2.2)

    as a drive system. In the above x=(x1,x2,x3)T is the state vector, f:R3R3 is a continuous function, Lx and N(x) represent the linear and nonlinear part of f(x), respectively.

    Firstly, on copying any two equations of (2.2), such as the first two, one will obtain a sub-response system:

    dqydtq=L1y+N1(y,x3)+˜U (2.3)

    with y=(X1,Z)T. In the above, x3 is a signal provided by (2.2), while ˜U=(u1,u2)T is a controller to be devised.

    For the purpose of realizing the synchronization, we now define the error vector function via

    ˜e=y˜Q(˜x)˜x (2.4)

    where ˜e=(e1,e2)T, ˜x=(x1,x2)T and ˜Q(˜x)=diag(Q1(x1),Q2(x2)).

    Definition 1. For the drive system (2.2) and response system (2.3), one can say that the synchronization is achieved with a scaling function matrix ˜Q(˜x) if there exists a suitable controller ˜U such that

    limt||˜e||=limt||y˜Q(˜x)˜x||=0. (2.5)

    Remark 1. We would like to point out that one can have various different choices on the scaling function ˜Q(˜x), such as constant, power function, trigonometric function, hyperbola function, logarithmic and exponential function, as well as limited quantities of combinations and composite of the above functions. Particularly, when ˜Q(˜x)=I and I (I being a unit matrix), the problem is reducible to the complete synchronization and anti-phase synchronization of fractional-order chaotic systems, respectively. When ˜Q(˜x)=αI, it becomes to the project synchronization. And when ˜Q(˜x) = diag(α1,α2), it turns to the modified projective synchronization. Hence, our method is more general than the existing methods in [4,13].

    It is noticed from (2.5) that the system (2.3) will synchronize with (2.2) if and only if the error dynamical system (2.5) is stable at zero. For this purpose, an appropriate controller ˜U such that (2.5) is asymptotical convergent to zero is designed, which is described in the following theorem.

    Theorem 1. For a scaling function matrix ˜Q(˜x), the FCS will happen between (2.2) and (2.3) if the conditions:

    (i) the controller ˜U is devised by

    ˜U=˜K˜eN1(y,x3)+˜Q(˜x)N1(˜x)+˜P(˜x)˜x (2.6)

    (ii) the matrix ˜K is a 2×2 matrix such that

    L1+˜K=˜C, (2.7)

    are satisfied simultaneously. In the above, ˜P(˜x)=diag(˙Q1(x1)dqx1dtq,˙Q2(x2)dqx2dtq), ˜K is a 2×2 function matrix to be designed. While ˜C=(˜Cij) is a 2×2 function matrix wherein

    ˜Cii>0and˜Cij=˜Cji,ij. (2.8)

    Remark 2. It needs to point out that the construction of the suitable controller ˜U plays an important role in realizing the synchronization between (2.2) and (2.3). Theorem 2 provides an effective way to design the controller. It is seen from the theorem that the controller ˜U is closely related to the matrix ˜C. Once the condition (2.8) is satisfied, one will has many choices on the controller ˜U.

    Remark 3. Based on the fact that the fractional orders themselves are varying parameters and can be applied as secret keys when the synchronization algorithm is adopted in secure communications, it is believed that our method will be more suitable for some engineering applications, such as chaos-based encryption and secure communication.

    Proof: Let's turn back to the error function given in (2.4). Differentiating this equation with respect to t and on use of the first two equations of (2.2) and (2.3), one will obtain the following dynamical system

    dq˜edtq=dqydtq˜Q(˜x)dqxdtq˜P(˜x)˜x=L1y+N1(y,x3)+˜U˜Q(˜x)[L1˜x+N1(˜x)]˜P(˜x)˜x=L1˜e+N1(y,x3)˜Q(˜x)N1(˜x)˜P(˜x)˜x+˜K˜eN1(y,x3)+˜Q(˜x)N1(˜x)+˜P(˜x)˜x=(L1+˜K)˜e. (2.9)

    Assuming that λ is an arbitrary eigenvalue of matrix L1+˜K and its eigenvector is recorded as η, i.e.

    (L1+˜K)η=λη,η0. (2.10)

    On multiplying (2.10) by ηH on the left, we obtain that

    ηH(L1+˜K)η=ληHη (2.11)

    where H denotes conjugate transpose. Since ˉλ is also an eigenvalue of L1+˜K, we have that

    ηH(L1+˜K)H=ˉληH. (2.12)

    On multiplying (2.12) by η on the right, we derive that

    ηH(L1+˜K)Hη=ˉληHη (2.13)

    From (2.11) and (2.13), one can easily get that

    λ+ˉλ=ηH[(L1+˜K)H+(L1+˜K)]η/ηHη=ηH(˜C+˜CH)η/ηHη=ηHΛη/ηHη (2.14)

    with Λ=˜C+˜CH. Since ˜C satisfy the condition (2.8), one can know that Λ denotes a real positive diagonal matrix. Thus we have ηHΛη>0. Accordingly, we can get

    λ+ˉλ=2Re(λ)=ηHΛη/ηHη<0, (2.15)

    which shows

    |argλ|>π2>qπ2. (2.16)

    According to the stability theorem in Ref. [34], the error dynamical system (2.9) is asymptotically stable, i.e.

    limt||˜e||=limt||y˜Q(˜x)˜x||=0, (2.17)

    which implies that synchronization can be achieved between (2.2) and (2.3). The proof is completed.

    Next, on copying the last two equations of (2.2), one will get another sub-response system:

    dqzdtq=L2z+N2(z,X1)+ˉU (2.18)

    where X1 is a synchronized variable in (2.3), z=(X2,X3)T and ˉU=(u3,u4)T is the controller being designed.

    Here, we make analysis analogous to the above. Now we define the error ˉe via

    ˜e=zˉQ(ˉx)ˉx (2.19)

    where ˉe=(e3,e4)T, ˉx=(x2,x3)T and ˉQ(ˉx)=diag(Q3(x2),Q4(x3)). If devising the the controller ˉU as

    ˉU=ˉKˉeN2(z,X1)+ˉQ(ˉx)N2(ˉx)+ˉP(ˉx)ˉx (2.20)

    and L2+ˉK satisfying

    L2+ˉK=ˉC (2.21)

    where ˉP(ˉx)=diag(˙Q3(x2)dqx2dtq,˙Q4(x3)dqx3dtq), ˉC=(ˉCij) denotes a 2×2 function matrix satisfying

    ˉCii>0andˉCij=ˉCji,ij, (2.22)

    then the error dynamical system (2.19) satisfies

    limt||ˉe||=limt||zˉQ(ˉx)ˉx||=0. (2.23)

    Therefore, one achieve the synchronization between the system (2.2) and (2.18). Accordingly, from (2.5) and (2.23), one can obtain that

    {limt||X1Q1(x1)x1||=0,limt||X2Q3(x2)x2||=0,limt||X3Q4(x3)x3||=0. (2.24)

    which indicates the FCS is achieved for the fractional order chaotic systems.

    In the sequel, we shall extend the applications of FCS approach to the fractional-order unified chaotic system to test the effectiveness.

    The fractional-order unified chaotic system is described by:

    {dqx1dtq=(25a+10)(x2x1),dqx2dtq=(2835a)x1x1x3+(29a1)x2,dqx3dtq=x1x2a+83x3, (3.1)

    where xi,(i=1,2,3) are the state parameters and a[0,1] is the control parameter. It is know that when 0a<0.8, the system (3.1) corresponds to the fractional-order Lorenz system [35]; when a=0.8, it is the Lü system [36]; while when 0.8<a<1, it turns to the Chen system [37].

    According to the FCS method in section 2, we take (3.1) as the drive system. On copying the first two equation, we get a sub-response system of (3.1):

    {dqX1dtq=(25a+10)(ZX1)+u1,dqZdtq=(2835a)X1Zx3+(29a1)Z+u2, (3.2)

    where ˜U=(u1,u2)T is a controller to be determined. In the following, we need to devise the desired controller ˜U such that (3.1) can be synchronized with (3.2). For this purpose, we set the error function ˜e=(e1,e2) via :

    ˜e=(e1,e2)=(X1x1(x21+α1),Zx2tanhx2). (3.3)

    On devising the controller ˜U as (2.6), one can get that the error dynamical system is

    dq˜edtq=(L1+˜K)˜e, (3.4)

    where

    L1=(1025a1025a2835a29a1),N1(y,x3)=(0X1x3). (3.5)

    If choosing, for example, the matrix ˜K as

    ˜K=(λ1+25a+10x1+x1x225ax1x1x2+35a38λ229a+1), (3.6)

    where λ1>0 and λ2>0, then one can obtain that

    ˜C=(λ1x1+x1x2+10x1x1x210λ2). (3.7)

    Therefore the dynamical system (3.4) becomes

    dq˜edtq=(λ1x1+x1x2x1x1x2λ2)˜e. (3.8)

    According to Theorem 2, the synchronization is realized in the system (3.1) and (3.2).

    Subsequently, on copying the last two equations of (3.1), we get another sub-response system:

    {qX2tq=(2835a)X1X1X3+(29a1)X2+u3,qX3tq=X1X2a+83X3+u4, (3.9)

    where ˉU=(u3, u4)T is the controller needed. When choosing the error function ˉe=(e3,e4) as:

    ˉe=(e3,e4)=(X2α2x2,X3x3(α3+ex3)), (3.10)

    and the controller ˉU as (2.20), where

    L2=(29a100a+83),N2(z,X1)=(X1X3X1X2), (3.11)

    and the matrix ˉK is chosen by

    ˉK=(λ329a+11+x2x3+ex31x2x3ex3λ4a+83), (3.12)

    where λ3>0 and λ4>0. Calculations show that the error dynamical system (2.19) becomes

    dqˉedtq=(λ31+x2x3+ex31x2x3ex3λ4)ˉe. (3.13)

    which, according to the stability theorem, indicates that ˉe will approach to zero with time evolutions. Therefore, the FCS is realized for the fractional-order unified chaotic system.

    In the above, we have revealed that the FCS is achieved for the fractional-order unified chaotic system in theory. In the sequel, we shall show that the FCS is also effective in the numerical algorithm.

    For illustration, we set the fractional order q=0.98 and the parameters λi(i=1,,4) as (λ1,λ2,λ3,λ4)=(2,3,0.5,0.3). It is noticed that when the value of a[0,1] is given, the system (3.1) will be reduced to a concrete system. For example, when a=0.2, it corresponds to the fractional-order Lorenz system. The chaotic attractors are depicted in Figure 1. Time responses of states variables and synchronization errors of the Lorenz system are showed in Figures 2 and 3, respectively. When a=0.8, it is the fractional-order Lü system. The chaotic attractors, time responses of state variables and synchronization errors are exhibited in Figures 46, respectively. When a=0.95, it turns to the fractional-order Chen system. Numerical simulation results are depicted in Figures 79. From the chaotic attractors pictures marked by Figures 1, 4 and 5, one can easily see that the trajectories of the response system (colored red) display certain consistency to that of the drive system (colored black) because of the special scaling functions chosen. Meanwhile, one can also see the synchronization is realized from Figures 3, 6 and 9. Therefore, we conclude that the FCS is a very effective algorithm for achieving the synchronization of the fractional-order unified chaotic system.

    Figure 1.  FCS of the fractional-order Lorenz system. Here we choose (α1,α2,α3)=(0.2,2,1.5), initial values (x1,x2,x3)=(1,0.5,0.2) and (X1,X2,X3)=(0.2,0.3,0.1).
    Figure 2.  Time responses of state variables xi and Xi(i=1,2,3) for the fractional-order Lorenz system.
    Figure 3.  Synchronization errors of the Lorenz system.
    Figure 4.  FCS of the fractional-order Lü system with a=0.8. Here we choose (α1,α2,α3)=(0.5,2.5), initial values (x1,x2,x3)=(0.5,0.5,0.2) and (X1,X2,X3)=(0.15,0.1,0.1).
    Figure 5.  Time responses of state variables xi and Xi(i=1,2,3) for the Lü system.
    Figure 6.  Synchronization errors of the Lü system.
    Figure 7.  FCS of the fractional-order Chen system with a=0.95. Here we choose (α1,α2,α3)=(0.5,1.5,3), initial values (x1,x2,x3)=(1.5,0.02,0.01) and (X1,X2,X3)=(2,0.01,0.05).
    Figure 8.  Time evolutions of state variables xi and Xi(i=1,2,3) for the Chen system.
    Figure 9.  Synchronization errors of the Chen system.

    Chaos synchronization, because of the potential applications in telecommunications, control theory, secure communication et al, has attracted great attentions from various research fields. In the present work, via the stability theorem, we successfully extend the cascade synchronization of integer-order chaotic systems to a kind of general function cascade synchronization algorithm for fractional-order chaotic systems. Meanwhile, we apply the method to the fractional-order unified chaotic system for an illustrative test. Corresponding numerical simulations fully reveal that our method is not only accuracy, but also effective.

    It is worthy of pointing out that the scaling function introduced makes the method more general than the complete synchronization, anti-phase synchronization, modified projective synchronization et al. Therefore, in this sense, our method is applicable and representative. However, the present work just study the fractional-order chaotic system without time-delay. It is known that in many cases the time delay is inevitably in the real engineering applications. Lag synchronization seems to be more practical and reasonable. Hence, it will be of importance and interest to study whether the FCS method can be used to realize the synchronization of fractional-order chaotic systems with time-delay. We shall considered it in our future work.

    The authors would like to express their sincere thanks to the referees for their kind comments and valuable suggestions. This work is supported by the National Natural Science Foundation of China under grant No.11775116 and No.11301269.

    We declare that we have no conflict of interests.



    [1] Atterberg A (1911) Clays and its water contents and plasticity limits[In Swedish]. Kungliga Lantbruksakademiens Handlingar och Tidskrift 50: 132–158.
    [2] Atterberg A (1912) Consistency of soils[In Swedish]. Kungliga Lantbruksakademiens Handlingar och Tidskrift 51: 93–123.
    [3] Casagrande A (1932) Research on the Atterberg limits of soils. Public Roads 13: 121–136.
    [4] Statens Järnvägar (1922) Swedish State Railways Geotechnical Commission 1914–1922.[In Swedish].
    [5] Hansbo S (1957) A new approach to the determination of the shear strength of clay by the fall-cone test, Swedish Geotechnical Institute, Stockholm.
    [6] Jakobson B (1954) Influence of sampler type and testing method on shear strength of clay samples, Statens Geotekniska Institut, Stockholm.
    [7] Kallstenius T (1958) Mechanical disturbances in clay samples taken with standard piston sampler, Swedish Geotechnical Institute, Stockholm.
    [8] Kallstenius T (1963) Studies on clay samples taken with standard piston sampler, Swedish Geotechnical Institute, Stockholm.
    [9] Cadling L, Odenstad D (1950) The vane borer. An apparatus for determining the shear strength of clay soils directly in the ground, Swedish Geotechnical Institute, Stockholm.
    [10] Bjerrum L, Flodin N (1960) The development of soil mechanics in Sweden, 1900–1925. Géotechnique 10: 1–18. https://doi.org/10.1680/geot.1960.10.1.1 doi: 10.1680/geot.1960.10.1.1
    [11] Lundin S (2000) Geotechnics in Sweden 1920–1945, Swedish Geotechnical Society Report 1.
    [12] Larsson R (1986) Consolidation of soft soils, Swedish Geotechnical Institute.
    [13] Massarsch R, Aronsson S (2014) The Heritage of Swedish Foundation Engineering. Proceedings, DFI/EFFC International Conference on Piling and Deep Foundations, Stockholm, 1031–1054.
    [14] Phoon KK, Ching J, Cao Z (2022) Unpacking data-centric geotechnics. Underground Space 7: 967–989. https://doi.org/10.1016/j.undsp.2022.04.001 doi: 10.1016/j.undsp.2022.04.001
    [15] Phoon KK, Kulhawy FH (1999) Evaluation of geotechnical property variability. Can Geotech J 36: 625–639. https://doi.org/10.1139/t99-039 doi: 10.1139/t99-039
    [16] Phoon KK, Ching J, Shuku T (2022) Challenges in data-driven site characterization. Georisk Assess Manage Risk Eng Syst Geohazards 16: 114–126. https://doi.org/10.1080/17499518.2021.1896005 doi: 10.1080/17499518.2021.1896005
    [17] TC304, TC304 databases. Available from: http://140.112.12.21/issmge/tc304.htm? = 6.
    [18] Swedish Geotechnical Society, Classification and description of soils. Report 1: 2016.
    [19] Swedish Geological Survey, Interactive online maps. 2022. Available from: https://www.sgu.se/om-sgu/nyheter/2022/juni/sgus-strsndforskjutningsmodell-ger-en-bild-av-den-forntida-fordelningen-mellan-hav-och-land/.
    [20] Bjerrum L (1967) Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings. Géotechnique 17: 83–118. https://doi.org/10.1680/geot.1967.17.2.83 doi: 10.1680/geot.1967.17.2.83
    [21] Hov S, Borgström K, Paniagua P (2022) Full-flow CPT tests in a nearshore organic clay. Cone Penetration Test, 452–458.
    [22] Swedish Geological Survey, Description of the geological map Stockholm. 1964.
    [23] Swedish Geotechnical Society, Geotechnical Field Hand Book[In Swedish]. Report 1: 2013.
    [24] Swedish Geotechnical Institute, Swedish Committe on piston samling, Standard piston sampler, Stockholm. 1961.
    [25] Larsson R (1981) Do we obtain undisturbed samples from the standard piston samplers? A comparison with the Laval sampler[In Swedish]. Swedish Geotechnical Insititute.
    [26] Emdal A, Gylland A, Amundsen H, et al. (2016) Mini-block sampler. Can Geotech J 53: 1235–1245. https://doi.org/10.1139/cgj-2015-0628 doi: 10.1139/cgj-2015-0628
    [27] Hov S, Garcia de Herreros C (2020) Comparison of the mini block sampler and the standard piston sampler in a varved East Swedish clay. Report LabMind.
    [28] Karlsson M, Bergström A, Djikstra J (2015) Comparison of the performance of mini-block and piston sampling in high plasticity clays, Technical Report. Chalmers University of Technology, Gothenburg, Sweden.
    [29] Karlsson M, Emdal A, Dijkstra J (2016) Consequences of sample disturbance for predicting long-term settlements in soft clay. Can Geotech J 53. https://doi.org/10.1139/cgj-2016-0129 doi: 10.1139/cgj-2016-0129
    [30] Hov S, Holmén M (2018) The liquid limit[In Swedish]. Swedish Geotechnical Society.
    [31] Hov S, Holmén M (2018) The fall cone test[In Swedish]. Swedish Geotechnical Society.
    [32] Hov S, Prästings A, Persson E, et al. (2021) On Empirical Correlations for Normalised Shear Strengths from Fall Cone and Direct Simple Shear Tests in Soft Swedish Clays. Geotech Geol Eng 39: 4843–4854. https://doi.org/10.1007/s10706-021-01797-w doi: 10.1007/s10706-021-01797-w
    [33] Karlsson R (1981) Consistency Limits in cooperation with the Laboratory Committee of the Swedish Geotechnical Society. Swed Council Build Res, Stockholm, Sweden, Document D6.
    [34] Karlsson R (1961) Suggested improvements in the liquid limit test, with reference to flow properties of remoulded clays. Proc 5th Int Conf Soil Mech Found Eng 1: 171–184.
    [35] Christensen S (2014) Interpretation of field tests, choice of design cuA based on field and laboratory tests[In Norwegian]. Norway's water resources and energy directorate in cooperation with the Norwegian road and railway administrations report no.
    [36] Sällfors G (1975) Preconsolidation pressure of soft, high-plastic clays. Chalmers University of Technology.
    [37] Larsson R, Sällfors G (1986) Automatic Continuous Consolidation Testing in Sweden, Consolidation of Soils: Testing and Evaluation, ASTM STP, 299–328.
    [38] Tidfors M, Sällfors G (1989) Temperature effects on preconsolidation pressure. Geotech Test J 12: 93–97. doi: 10.1520/GTJ10679J
    [39] Boudali M, Leroueil S, Murthy S (1994) Viscous behaviour of natural clays. XⅢ ICSMFE, 411–416.
    [40] Larsson R, Sällfors G (1981) Calculation of settlements in clay[In Swedish]. Väg-och Vattenbyggaren 3: 39–42.
    [41] Paniagua P, L'Heureux JS, Yang SY, et al. (2016) Study on the practices for preconsolidation stress evaluation from oedometer tests. Proc 17th Nord Geotech Meet, 547–555.
    [42] Karlsrud K, Hernandez-Martinez F (2013) Strength and deformation properties of Norwegian clays from laboratory tests on high-quality block samples. Can Geotech J 50: 1273–1293. https://doi.org/10.1139/cgj-2013-0298 doi: 10.1139/cgj-2013-0298
    [43] Janbu N (1963) Soil compressibility as determined by oedometer and triaxial tests. Proc Eur Conf SMFE 1: 19–25.
    [44] Larsson R, Sällfors G, Bengtsson PE, et al. (2007) Shear strength in cohesive soils[In Swedish]. Swedish Geotechnical Institute.
    [45] Berre T, Lunne T, L'Heureux JS (2022) Quantification of sample disturbance for soft, lightly overconsolidated, sensitive clay samples. Can Geotech J 59: 300–303. https://doi.org/10.1139/cgj-2020-0551 doi: 10.1139/cgj-2020-0551
    [46] Ching J, Li DQ, Phoon KK (2016) Statistical characterization of multivariate geotechnical data. Reliability of geotechnical structures in ISO2394, Balkema, CRC Press.
    [47] Bjerrum L (1972) Embankments on soft ground. State of the art report, ASCE Specialty conference on performance of earth and earth-supported structure.
    [48] D'Ignazio M, Phoon KK, Tan SA, et al. (2016) Correlations for undrained shear strength of Finnish soft clays. Can Geotech J 53: 1628–1645. https://doi.org/10.1139/cgj-2016-003 doi: 10.1139/cgj-2016-003
    [49] Ching J, Phoon KK (2012) Modeling parameters of structured clays as a multivariate normal distribution. Can Geotech J 49: 522–545. https://doi.org/10.1139/t2012-015 doi: 10.1139/t2012-015
    [50] Tavenas F, Jean P, Leblond P, et al. (1983) The permeability of natural soils. Part Ⅱ: permeability characteristics. Can Geot J 20: 645–660. https://doi.org/10.1139/t83-073 doi: 10.1139/t83-073
    [51] Larsson R, Bengtsson PE, Eriksson L (1997) Prediction of settlements of embankments on soft, fine-grained soils. Calculation of settlements and their course with time, Swedish Geotechnical Institute.
    [52] Leroueil S, Bouclin G, Tavenas F, et al. (1990) Permeability anisotropy of natural clays as a function of strain. Can Geotech J 27: 568–579. https://doi.org/10.1139/t90-072 doi: 10.1139/t90-072
    [53] Mesri G, Feng T, Ali S, et al. (1994) Permeability characteristics of soft clays. XⅡ ICSMFE, 187–192.
    [54] Larsson R (2008) Properties of soils[In Swedish]. Swedish Geotechnical Institute.
    [55] Larsson R (1977) Basic behaviour of Scandinavian soft clays, Swedish Geotechnical Institute.
    [56] Massarsch R (1979) Lateral earth pressure in normally consolidated clay. Design Parameters in Geotechnical Engineering. Proc 7th Eur Conf Soil Mech Found Eng 2: 245–249.
    [57] L'Heureux JS, Ozkul Z, Lacasse S, et al. (2017) A revised look at the coefficient of earth pressure at rest for Norwegian Clays. NGF Geoteknikkdagen 35.
    [58] DeGroot DJ, Poirier SE, Landon MM (2005) Sample disturbance—soft clays. Studia Geotechnica et Mechanica, Vol. XXVⅡ, 107–120.
    [59] Hight DW, Boese R, Butcher AP, et al. (1992) Disturbance of the Bothkennar clay prior to laboratory testing. Géotechnique 42: 199–217. https://doi.org/10.1680/geot.1992.42.2.199 doi: 10.1680/geot.1992.42.2.199
    [60] Lacasse S, Berre T, Lefevbre G (1985) Block sampling of sensitive clays. Proceedings of the 11th conference on soil mechanics and foundation engineering, San Francisco, CA, 887–892.
    [61] Lunne T, Berre T, Strandvik S (1997) Sample disturbance effects in soft low plastic Norwegian clay. Proceedings of the conference on recent developments in soil and pavement mechanics, Rio de Janeiro, 81–102.
    [62] Clayton CRI, Siddique A (1999) Tube sampling disturbances—fotgotten truths and new perspectives. ICE Geotech Eng 137: 127–135. https://doi.org/10.1680/gt.1999.370302 doi: 10.1680/gt.1999.370302
    [63] Larsson R (2011) SGIs 200 mm diameter block sampler—Undisturbed sampling in fine-grained soils[In Swedish]. Swedish Geotechnical Institute Report 33.
    [64] Löfroth H (2012) Sampling in normal and high sensitive clay—a comparison of results from specimens taken with the SGI large-diameter sampler and the standard piston sampler St Ⅱ. Swedish Geotechnical Institute.
    [65] Andersson M (2022) Personal communication. Swedish Geotechnical Institute.
    [66] Terzaghi K, Peck R, Mesri G (1997) Soil mechanics in engineering practice, Jon Wiley & Sons.
    [67] Donohue S, Long M (2010) Assessment of sample quality in soft clay using shear wave velocity and suction measurements. Géotechnique 60: 883–889. https://doi.org/10.1680/geot.8.T.007.3741 doi: 10.1680/geot.8.T.007.3741
  • This article has been cited by:

    1. Shengliang Zhang, A meshless multi-symplectic local radial basis function collocation scheme for the “good” Boussinesq equation, 2022, 431, 00963003, 127297, 10.1016/j.amc.2022.127297
    2. Minghung Lin, Yiyou Hou, Maryam A. Al-Towailb, Hassan Saberi-Nik, The global attractive sets and synchronization of a fractional-order complex dynamical system, 2023, 8, 2473-6988, 3523, 10.3934/math.2023179
    3. Yanyun Xie, Wenliang Cai, Jing Wang, Jesus M. Munoz-Pacheco, Stability and Synchronization of a Fractional‐Order Unified System with Complex Variables, 2024, 2024, 1026-0226, 10.1155/2024/2728661
    4. Shaohui Yan, Hanbing Zhang, Defeng Jiang, Jiawei Jiang, Yu Cui, Yuyan Zhang, Finite-time synchronization of fractional-order chaotic system based on hidden attractors, 2023, 98, 0031-8949, 105226, 10.1088/1402-4896/acf308
    5. Haifeng Huang, Investigation of a high-performance control algorithm for a unified chaotic system synchronization control based on parameter adaptive method, 2024, 18724981, 1, 10.3233/IDT-240178
  • 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(2907) PDF downloads(193) Cited by(0)

Figures and Tables

Figures(20)  /  Tables(3)

Other Articles By Authors

/

DownLoad:  Full-Size Img  PowerPoint
Return
Return

Catalog