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
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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 the 20th century, the probability theory has gained profound and extraordinary applications in the fields of mathematical statistics, information science, finance, and economics. The probability limit theory is an important branch of the probability theory. The probability limit theory has a broad range of applications. In the course of development, many important theorems and concepts have been proposed, such as the central limit theorem and the law of large numbers. These theorems are not only important in theory, but are also widely used in practical applications. Under the classical probability space, the mathematical expectation is additive, where one can solve many deterministic problems in real life. However, with the development of the society, many uncertainty phenomena have appeared in many new industries, such as insurance, finance, risk management, and other industries. In order to solve these uncertainty phenomena, Peng[1,2,3,4] broke away from the theoretical constraints of the classical probability space, constructed a sublinear expectation theoretical framework, and created a complete axiomatic system, which provides a new direction for solving these uncertainty problems.
Many important results and theorems in classical probability spaces can be proven and applied to the sublinear expectation spaces. Therefore, some important research directions in the classical probability space can also be extrapolated to the sublinear expectation space. More and more scholars have begun to study the related theoretical achievements under sublinear expectations. For example, Xu and Kong [5] proved the complete integral convergence and complete convergence of negatively dependent (ND) random variables under sublinear expectations. Hu and Wu [6] proved the complete convergence theorems for an array of row-wise extended negatively dependent (END) random variables utilizing truncated methods under sublinear expectations. Wang and Wu [7] used truncated methods to derive the complete convergence and complete integral convergence of the weighted sums of END random variables under sublinear expectations. In addition, many scholars have received numerous theoretical results about the law of large numbers and the law of iterated logarithms from their investigations, and have obtained many theoretical achievements under sublinear expectations. Chen [8], Hu[9,10], Zhang[11], and Song[12] studied the strong law of large numbers for independent identically distributed (IID) random variables under different conditions. Wu et al.[13] established inequalities such as the exponential inequality, the Rosenthal inequality, and obtained the Marcinkiewicz-Zygmund type strong law of large numbers for weighted sums of m-widely acceptable random variables under sublinear expectations. Chen and Wu[14] established the weak and strong law of large numbers for Pareto-type random variables, so that the relevant conclusions in the traditional probability space were extended to the sublinear expectation space. Chen et al.[15] studied the properties associated with weakly negatively dependent (WND) random variables and established the strong law of large numbers for WND random variables under sublinear expectations. Zhang[16] studied the limit behavior of linear processes under sublinear expectations and obtained a strong law of large numbers for linear processes generated by independent random variables. Zhang[17] provided the sufficient and necessary conditions of the strong law of large numbers for IID random variables under the sub-linear expectation. Guo[18] introduced the concept of pseudo-independence under sublinear expectations and derived the weak and strong laws of large numbers. Zhang [19] established some general forms of the law of the iterated logarithms for independent random variables in a sublinear expectation space. Wu and Liu [20] studied the Chover-type law of iterated logarithms for IID random variables. Zhang [21] studied the law of iterated logarithms for sequences of END random variables with different conditions. Guo et al.[22] studied two types of Hartman-Wintner iterated logarithmic laws for pseudo-independent random variables with a finite quadratic Choquet expectation and extended the existed achievements.
The goal of this article is to prove the Marcinkiewicz-Zygmund type weak law of large numbers for an array of row-wise WND random variables, and the strong law of large numbers for linear processes generated by WND random variables under sublinear expectations. The rest of the paper is as follows: in Section 2, we recall some basic definitions, notations, and lemmas needed to prove the main theorems under sublinear expectations; in Section 3, we state our main results; in Section 4, the proofs of these theorems are given; in Section 5, we conclude the paper.
We use the framework and notation of Peng [1,2,3,4]. Considering the following sublinear expectation space(Ω,H,ˆE), if X1,X2,⋯,Xn∈H, then ψ(X1,X2,⋯,Xn)∈H for each ψ∈Cb,Lip(Rn), where Cb,Lip(Rn) denotes the linear space of functions ψ satisfying the following bounded Lipschitz condition:
|ψ(x)|≤C,|ψ(x)−ψ(y)|≤C|x−y|,∀x,y∈Rn, |
where the constant C>0 depending on ψ.
Definition 2.1. [4] A sublinear expectation ˆE is a functional ˆE: H→R satisfying the following:
(a) Monotonicity: ˆE(X)≤ˆE(Y) if X≤Y;
(b) Constant preserving: ˆE(c)=c for c∈R;
(c) Sub-additivity: For each X,Y∈H, ˆE(X+Y)≤ˆE(X)+ˆE(Y);
(d) Positive homogeneity: ˆE(λX)=λˆE(X), for λ≥0.
The triple (Ω,H,ˆE) is called a sublinear expectation space.
Through a sublinear expectation ˆE, we can use ˆεX=−ˆE(−X),∀X∈H to define the conjugate expectation of ˆE.
From the above definition, for any X,Y∈H we obtain the following:
ˆε(X)≤ˆE(X),ˆE(X+c)=ˆE(X)+c,|ˆE(X−Y)|≤ˆE|X−Y|,ˆE(X)−ˆE(Y)≤ˆE(X−Y). |
Definition 2.2. [23] A function V : F→[0,1] is said a capacity satisfying the following:
(a) V(∅)=0, V(Ω)=1;
(b) V(A)≤V(B), ∀A⊆B, A, B∈F.
It is called to be sub-additive if V(A∪B)≤V(A)+V(B) for any A, B∈F with A∪B∈F. Let (Ω,H,ˆE) be a sub-linear expectation space; we define capacities of a pair (V,V) by the following:
V(A):=inf{ˆE(ξ):IA≤ξ,ξ∈H},V(A)=1−V(Ac),∀A∈F. |
From the above definition, we have the following:
ˆE(f1)≤V(A)≤ˆE(f2),iff1≤I(A)≤f2,f1,f2∈H. | (2.1) |
Because V may be not countably sub-additive in general, we define another capacity V∗.
Definition 2.3.[19] A countably sub-additive extension V∗ of V is defined by the following:
V∗(A)=inf{∞∑n=1V(An):A⊂∞⋃n=1An},V∗(A)=1−V∗(Ac),A∈F. |
Then, V∗ is a countably sub-additive capacity with V∗(A)≤V(A) and the following properties:
(a) If V is countably sub-additive, then V∗≡V;
(b) If I(A)≤g,g∈H, then V∗(A)≤ˆE(g). Furthermore, if ˆE is countably sub-additive, then
ˆE(f)≤V∗(A)≤V(A)≤ˆE(g),∀f≤I(A)≤g,f,g∈H; |
(c) V∗ is the largest countably sub-additive capacity satisfying the property that V∗(A)≤ˆE(g)whenever I(A)≤g∈H (i.e., if V is also a countably sub-additive capacity satisfying V(A)≤ˆE(g) whenever I(A)≤g∈H, then V(A)≤V∗(A)).
Definition 2.4. [24] In a sublinear expectation space (Ω,H,ˆE), let φ be a monotonically bounded function if for any X,Y∈H that satisfies
ˆE[φ(X+Y)]≤ˆE[ˆE[φ(x+Y)]x=X], | (2.2) |
then the random variable Y is said to be WND on X under sublinear expectations. {Xi,i∈Z} is said to be a sequence of WND random variables if Xm is WND on (Xm−n,Xm−n+1,…,Xm−1) for any m∈Z,n∈N+.
Remark 2.1. By Chen [15], if {Xn,n≥1} is a sequence of WND random variables under sublinear expectations, then for any Xk∈H,1≤k≤n, we have the following:
ˆE[exp(n∑k=1cXk)]≤n∏k=1ˆE[exp(cXk)],∀c∈R. | (2.3) |
Definition 2.5.[3] The Choquet integral of X with respect to V is defined as following:
CV(X)=∫∞0V(X≥t)dt+∫0−∞[V(X≥t)−1]dt. |
Usually, we denote the Choquet integral of V and V by CV and CV, respectively.
Definition 2.6.[25] If a sublinear expectation ˆE satisfies ˆE[X]≤∞∑n=1ˆE[Xn]<∞, then ˆE is said to be countably sub-additive, where X≤∞∑n=1Xn<∞, X,Xn∈H, and X,Xn≥0,n≥1.
Next, we need the following notations and lemmas. Let C be a positive constant that takes on different values in different places as needed. I(A) stands for the indicator function of A. Given a capacity V, a set A is said to be a polar set if V(A)=0. Additionally, we say a property holds "quasi-surely" (q.s.) if it holds outside a polar set. In this paper, the capacity V is countably sub-additive and lower continuous. Similar to Hu [10], we let Φc denote the set of nonnegative functions ϕ(x) defined on [0,∞), and ϕ(x) satisfies the following:
(1) Function ϕ(x) is positive and nondecreasing on (0,∞), and the series ∞∑n=11nϕ(n)<∞;
(2) For any x>0 and fixed a>0, there exists C>0 such that ϕ(x+a)≤Cϕ(x).
For example, functions (ln(1+x))1+α and xα(α>0) belong to the Φc.
Lemma 2.1. [8] (Borel-Canteli's Lemma) Let {An,n≥1} be a sequence of events in F. Suppose that V is a countably sub-additive capacity. If ∞∑n=1V(An)<∞, then
V(An,i.o.)=0, |
where {An,i.o.}=∞⋂n=1∞⋃i=nAi.
Lemma 2.2. Let {X,Xm,m≥1} be a sequence of random variables under the sublinear expectations space.
(1) Chebyshev inequality[8]: Function f(x) is positive and nondecreasing on R; then
V(X≥x)≤ˆE[f(X)]f(x),V(X≥x)≤ˆε[f(X)]f(x). |
(2) Cr inequality [3]: Let X1, X2, ⋯, Xm∈H for m≥1; then
ˆE|X1+X2+⋯+Xm|r≤Cr[ˆE|X1|r+ˆE|X2|r+⋯+ˆE|Xm|r], |
where
Cr={1,0<r≤1,mr-1,r>1. |
(3) Markov inequality [8]: For any ∀X∈H, we have
V(|X|≥x)≤ˆE(|X|p)xp,∀x>0,p>0. |
Lemma 2.3. [26] Let {xm,m≥1} and {bm,m≥1} be sequences of real numbers with 0<bm↑∞. If the series ∞∑m=1xmbm<∞, then limm→∞1bmm∑i=1xi=0.
Lemma 2.4. [21] Suppose that ˆE is countably sub-additive; then, for any X∈H, we have ˆE(|X|)≤CV(|X|).
Lemma 2.5. Let {Xni,1≤i≤kn,n≥1} be an array of row-wise random variables under sublinear expectation (Ω,H,ˆE) and supi≥1CV((|Xni|p−c)+)→0,c→∞,p∈(0,2); if ˆE is countably sub-additive for any Xni∈H, then we have supi≥1ˆE[(|Xni|p−c)+]→0,c→∞.
Proof. From Lemma 2.4, we have ˆE(|X|)≤CV(|X|). Let X=(|Xni|p−c)+; then, we have
supi≥1ˆE[(|Xni|p−c)+]≤supi≥1CV((|Xni|p−c)+). |
Thus, we get supi≥1ˆE[(|Xni|p−c)+]→0,c→∞.
Lemma 2.6. If {Xni,1≤i≤kn,n≥1} is an array of row-wise random variables under sublinear expectations, and supi≥1CV((|Xni|p−c)+)→0,c→∞,p∈(0,2), then we have the following:
limn→∞kn∑i=1V(|Xni|p≥akn)=0,a>0. |
Proof. From the condition supi≥1CV((|Xni|p−c)+)→0,c→∞ and the definition of a Choquet integral, it follows that for any a>0, we have the following:
kn∑i=1V(|Xni|p≥akn)≤2knkn∑i=1∫knkn2V(|Xni|p≥at)dt≤2supi≥1∫knkn2V(|Xni|p≥at)dt≤2supi≥1∫∞kn2V(|Xni|p≥at)dt=2supi≥1∫∞0V(1a|Xni|p−kn2≥t)dt=2asupi≥1CV[(|Xni|p−akn2)+]. |
When kn→∞, we obtain the following:
kn∑i=1V(|Xni|p≥akn)≤2asupi≥1CV[(|Xni|p−akn2)+]→0. |
Thus, the proof of limn→∞∑kni=1V(|Xni|p>akn)=0 is finished.
Lemma 2.7. [10] If ˆE|X|<∞, then |X|<∞,q.s.V.
Lemma 2.8. [10] Suppose ϕ(x)∈Φc; then, ∞∑n=11nϕ(nln(1+n))<∞.
Proof. Since ϕ(x)∈Φc, we have ϕ(nln(1+n))≥ϕ(√n); it is only necessary to show that ∞∑n=11nϕ(√n)<∞. From ∞∑n=11nϕ(n)<∞, we obtian the following:
∞∑n=11nϕ(√n)=∞∑i=1∑i2≤n<(i+1)21nϕ(√n)≤∞∑i=12iϕ(i)+∞∑i=11i2ϕ(i)<∞. |
Then, the Lemma 2.8 is proven.
Lemma 2.9. [10] If {εi,i∈Z} is a sequence of random variables, and there exists a constant c>0 such that |εn|≤2cnln(1+n),∀n≥1, supi∈ZˆE[|εi|ϕ(|εi|)]<∞, ϕ(x)∈ΦC, and {αi,i≥0} is a sequence of real numbers, an−i=n−i∑r=0αr, T=supk≥0|ak|<∞, then for any t>1,
sup1≤i≤ntln(1+n)|an−i|ˆE[|εi|ln(1+tln(1+n)n|an−i||εi|)]→0,n→∞. | (2.4) |
Proof. Becase |εn|≤2cnln(1+n),∀n≥1, then
|εi|ln(1+tln(1+n)n|an−i||εi|)=|εi|ln(1+tln(1+n)n|an−i||εi|)I(|εi|≤n13)+|εi|ln(1+tln(1+n)n|an−i||εi|)I(n13<|εi|≤2cnln(1+n)). |
Let I1=|εi|ln(1+tln(1+n)n|an−i||εi|)I(|εi|≤n13), since T=supk≥0|ak|<∞, when n→∞, we have
I1≤n13⋅ln(1+tTln(1+n)n23)≤tTln(1+n)n13. | (2.5) |
Let I2=|εi|ln(1+tln(1+n)n|an−i||εi|)I(n13<|εi|≤2cnln(1+n)), and l(x)=ϕ(x)ln(1+x); thus, we obtian the following:
I2≤|εi|ϕ(|εi|)ln(1+tTln(1+n)n⋅2cnln(1+n))ϕ(n13)≤|εi|ϕ(|εi|)ln(1+2ctT)ϕ(n13)≤|εi|ϕ(|εi|)ln(1+2ctT)ln(1+n13)l(n13). | (2.6) |
Since ϕ(x)∈Φc, the function l(x)=ϕ(x)ln(1+x)→∞,x→∞; then, combining (2.5) and (2.6), when n→∞, we have the following:
sup1≤i≤ntln(1+n)|an−i|ˆE[|εi|ln(1+tln(1+n)n|an−i||εi|)]≤(tT)2(ln(1+n))2n13+sup1≤i≤nˆE[|εi|ϕ(|εi|)]tTln(1+n)ln(1+2ctT)ln(1+n13)l(n13)≤(tT)2(ln(1+n))2n13+supi∈ZˆE[|εi|ϕ(|εi|)]tTln(1+n)ln(1+2ctT)ln(1+n13)l(n13)→0. |
Thus, the proof is finished.
Lemma 2.10.[16] Suppose that {αi,i≥0} is a sequence of real numbers, an−i=n−i∑r=0αr, T=supk≥0|ak|<∞. {εi,i∈Z} is a sequence of WND random variables under the sublinear expectation space (Ω,H,ˆE), ˆE[εi]=ˉμ, supi∈ZˆE[|εi|ϕ(|εi|)]<∞, ϕ(x)∈ΦC, and there exists a constant c>0 such that |εi−ˉμ|≤2ciln(1+i), ∀i≥1; then, for any t≥1,
supn≥1ˆE[exp(tln(1+n)nn∑i=1an−i(εi−ˉμ))]<∞. | (2.7) |
Proof. For any x∈R, we have the inequality ex≤1+x+|x|ln(1+|x|)e2|x|. Let x=tln(1+n)nan−i(εi−ˉμ); then,
exp(tln(1+n)nan−i(εi−ˉμ))≤1+tln(1+n)nan−i(εi−ˉμ)+|tln(1+n)nan−i(εi−ˉμ)|ln(1+|tln(1+n)nan−i(εi−ˉμ)|)exp(2tln(1+n)nan−i(εi−ˉμ)). | (2.8) |
Since T=supk≥0|ak|<∞, for any i≤n, we have the following:
|tln(1+n)nan−i(εi−ˉμ)|≤tln(1+n)n⋅T2ciln(1+i)≤2ctT. | (2.9) |
By supi∈ZˆE[|εi|ϕ(|εi|)]<∞ and ϕ(x+a)≤Cϕ(x), we have the following:
supi∈ZˆE[|εi−ˉμ|ϕ(|εi−ˉμ|)]≤supi∈ZˆE[(|εi|+|ˉμ|)ϕ(|εi|+|ˉμ|)]≤Csupi∈ZˆE[(|εi|+|ˉμ|)ϕ(|εi|)]<∞. |
Thus, {εi−ˉμ,i∈Z}satisfies the conditions of Lemma 2.9; furthermore, we have
sup1≤i≤ntln(1+n)n|an−i|ˆE[|εi−ˉμ|ln(1+tln(1+n)n|an−i||εi−ˉμ|)]≤Cn. | (2.10) |
Taking ˆE for both sides of (2.8) and combining (2.9) and (2.10), we have the following:
ˆE[exp(tln(1+n)nan−i(εi−ˉμ))]≤1+Cne4ctT≤eCne4ctT. |
From (2.3), we obtain the following:
ˆE[exp(tln(1+n)nn∑i=1an−i(εi−ˉμ))]≤n∏i=1ˆE[exp(tln(1+n)nan−i(εi−ˉμ))]≤(eCne4ctT)n≤eCe4ctT<∞. |
Theorem 3.1. Let {kn,n≥1} be a sequence of positive numbers, and limn→∞kn=∞. Assume that ˆE is countably sub-additive. For any i,n≥1, ˆE[Xni]=ˉμni, ˆE[Xni]=μ_ni.
(1) Let {Xni,1≤i≤kn,n≥1} be an array of row-wise random variables under the sublinear expectation (Ω,H,ˆE). Suppose that supi≥1CV((|Xni|p−c)+)→0,c→∞ for any p∈(0,1); then,
limn→∞V(1(kn)1p|kn∑i=1Xni|≥ε)=0. | (3.1) |
(2) Let {Xni,1≤i≤kn,n≥1} be an array of row-wise WND random variables under sublinear expectation (Ω,H,ˆE). Suppose that supi≥1CV((|Xni|p−c)+)→0,c→∞ for any p∈[1,2); then,
limn→∞V({1(kn)1pkn∑i=1Xni≥1(kn)1pkn∑i=1ˉμni+ε}⋃{1(kn)1pkn∑i=1Xni≤1(kn)1pkn∑i=1μ_ni−ε})=0. | (3.2) |
For a fixed n≥1 in Theorem 3.1, we obtain the Corollary 3.1.
Corollary 3.1. Assume that ˆE is countably sub-additive.
(1) Let {Xi,i≥1} be a sequence of random variables under the sublinear expectation space (Ω,H,ˆE). Suppose that supi≥1CV((|Xi|p−c)+)→0,c→∞ for any p∈(0,1); then,
limn→∞V(1n1p|n∑i=1Xi|≥ε)=0. | (3.3) |
(2) Let {Xi,i≥1} be a sequence of WND random variables under the sublinear expectation space (Ω,H,ˆE) and for any i≥1,ˆE[Xi]=ˉμi,ˆE[Xi]=μ_i. Suppose that supi≥1CV((|Xi|p−c)+)→0,c→∞ for any p∈[1,2); then,
limn→∞V({1n1pn∑i=1Xi≥1n1pn∑i=1ˉμi+ε}⋃{1n1pn∑i=1Xi≤1n1pn∑i=1μ_i−ε})=0. | (3.4) |
Theorem 3.2. Suppose that ˆE is countably sub-additive. Let {αi,i≥0} be a sequence of real numbers satisfying ∞∑i=0i|αi|<∞,∞∑i=0αi=A>0, and {εi,i∈Z} be a sequence of WND random variables under sublinear expectations satisfying ˆE[εi]=ˉμ,ˆE[εi]=μ_, supi∈ZˆE[|εi|ϕ(|εi|)]<∞,ϕ∈ΦC. {Xt,t≥1} is a sequence of linear processes satisfying Xt=∞∑i=0αiεt−i. Note that Tn=n∑t=1Xt; then,
V({lim infn→∞Tnn<Aμ_}⋃{lim supn→∞Tnn>Aˉμ})=0. | (3.5) |
Remark 3.1. Under the sub-linear expectations, the main purpose of Theorem 3.1 is to extend the range of p and improve the result of Fu [24] from the Kolmogorov type weak law of large numbers to the Marcinkiewicz-Zygmund type weak law of large numbers.
Remark 3.2. Under the sub-linear expectations, the main purpose of Theorem 3.2 is to improve the result of Zhang [16] from IID random variables to WND random variables under a more general moment condition.
The proof of Theorem 3.1. (1) For a fixed constant c, let Yni=((−c)⋁Xni)⋀c and Zni=Xni−Yni. Using the Cr inequality and the Markov inequality in Lemma 2.2, we obtain the following:
V(1(kn)1p|kn∑i=1Xni|>ε)≤V(kn∑i=1|Yni|(kn)1p≥ε2)+V(kn∑i=1|Zni|(kn)1p≥ε2)≤V(c(kn)1p−1≥ε2)+2pknεpˆE[(kn∑i=1|Zni|)p]≤V(c(kn)1p−1≥ε2)+2pknεpkn∑i=1ˆE[|Zni|p]≤V(c(kn)1p−1≥ε2)+2pεpsupi≥1ˆE[|Zni|p]. |
Thus,
limn→∞V(1(kn)1p|kn∑i=1Xni|>ε)≤2pεpsupi≥1ˆE[|Zni|p]. | (4.1) |
Therefore,
|Zni|p=|Zni|pI(|Xni|≤c)+|Zni|pI(|Xni|≥c)=|Zni|pI(Xni>c)+|Zni|pI(Xni<−c)=|Xni−c|pI(Xni>c)+|Xni+c|pI(Xni<−c)≤(|Xni|−c)pI(|Xni|>c)≤C(|Xni|p−c)+. |
Taking ˆE for both sides of the above inequality, when c→∞, we have the following:
supi≥1ˆE[|Zni|p]≤Csupi≥1ˆE((|Xni|p−c)+)≤Csupi≥1CV((|Xni|p−c)+)→0. | (4.2) |
Substituting (4.2) into (4.1), we get that (3.1) holds.
(2) When 1≤p<2, we construct a function Ψ(y)∈C2b(R); for any ε>0, we have Ψ(y)=0 when y≤0, 0<Ψ(y)<1 when 0<y<ε, and Ψ(y)=1 when y≥ε. It is obvious that I(y≥ε)≤Ψ(y). Let Yni=Xni−ˉμni; then, we have the following:
V(1(kn)1pkn∑i=1Yni≥ε)≤ˆE[Ψ(1(kn)1pkn∑i=1Yni)]=kn∑m=1{ˆE[Ψ(1(kn)1pm∑i=1Yni)]−ˆE[Ψ(1(kn)1pm−1∑i=1Yni)]}. | (4.3) |
Let h(y)=ˆE[Ψ(y+Ynm(kn)1p)]; by Definition 2.4 and the sub-additivity of ˆE, then we obtain the following:
ˆE[Ψ(1(kn)1pm∑i=1Yni)]−ˆE[Ψ(1(kn)1pm−1∑i=1Yni)]≤ˆE[ˆE[Ψ(y+Ynm(kn)1p)]y=1(kn)1pm−1∑i=1Yni]−ˆE[Ψ(1(kn)1pm−1∑i=1Yni)]=ˆE[h(1(kn)1pm−1∑i=1Yni)]−ˆE[Ψ(1(kn)1pm−1∑i=1Yni)]≤ˆE[h(1(kn)1pm−1∑i=1Yni)−Ψ(1(kn)1pm−1∑i=1Yni)]≤supy∈R{h(y)−Ψ(y)}=supy∈R{ˆE[Ψ(y+Ynm(kn)1p)]−Ψ(y)}=supy∈RˆE[Ψ(y+Ynm(kn)1p)−Ψ(y)]. | (4.4) |
Let g(x)∈Cl,Lip(R); for any x, we have 0≤g(x)≤1, g(x)=1 when |x|≤μ, and g(x)=0 when |x|>1. Then, we have the following:
I(|x|≤μ)≤g(x)≤I(|x|≤1),I(|x|>1)≤1−g(x)≤I(|x|>μ). | (4.5) |
For any 1≤m≤kn, there exist λnm,ˉλnm∈[0,1] such that
Ψ(y+Ynm(kn)1p)−Ψ(y)=Ψ′(y)Ynm(kn)1p+(Ψ′(y+λnmYnm(kn)1p)−Ψ′(y))Ynm(kn)1p,Ψ′(y+λnmYnm(kn)1p)−Ψ′(y)=Ψ″(y+λnmˉλnmYnm(kn)1p)⋅λnmYnm(kn)1p. | (4.6) |
Since Ψ(y)∈C2b(R), then we have |Ψ(y)|≤supy∈R|Ψ(y)|≤C |Ψ′(y)|≤supy∈R|Ψ′(y)|≤C and |Ψ″(y)|≤supy∈R|Ψ″(y)|≤C. Combining (4.5), (4.6), and the Cr-inequality in Lemma 2.2, then for any δ>0, we have the following:
Ψ(y+Ynm(kn)1p)−Ψ(y)≤Ψ′(y)Ynm(kn)1p+|Ψ′(y+λnmYnm(kn)1p)−Ψ′(y)||Ynm|(kn)1p≤CYnm(kn)1p+|Ψ′(y+λnmYnm(kn)1p)−Ψ′(y)|⋅|Ynm|(kn)1pI(|Xnm|>δ(kn)1p)+|Ψ″(y+λnmˉλnmYnm(kn)1p)|⋅|λnm||Ynm|2(kn)2pI(|Xnm|≤δ(kn)1p)≤CYnm(kn)1p+2C(kn)1p⋅|Xnm|I(|Xnm|>δ(kn)1p)+2C(kn)1p⋅|ˉμnm|I(|Xnm|>δ(kn)1p)+2C(kn)2p⋅|Xnm|2I(|Xnm|≤δ(kn)1p)+2C(kn)2p⋅|ˉμnm|2I(|Xnm|≤δ(kn)1p)≤CYnm(kn)1p+2Cknδp−1⋅|Xnm|pI(|Xnm|>δ(kn)1p)+2C|ˉμnm|(kn)1p+1δp⋅|Xnm|p+2Cδ2−pkn⋅|Xnm|p+2C(kn)2p⋅|ˉμnm|2≤CYnm(kn)1p+2Cknδp−1[(|Xnm|p−kn)++knI(|Xnm|>δ(kn)1p)]+2C|ˉμnm|(kn)1p+1δp⋅|Xnm|p+2Cδ2−pkn⋅|Xnm|p+2C(kn)2p⋅|ˉμnm|2≤CYnm(kn)1p+2Cknδp−1(|Xnm|p−kn)++2Cδp−1I(|Xnm|>δ(kn)1p)+2C|ˉμnm|(kn)1p+1δp⋅|Xnm|p+2Cδ2−pkn⋅|Xnm|p+2C(kn)2p⋅|ˉμnm|2≤CYnm(kn)1p+2Cknδp−1(|Xnm|p−kn)++2Cδp−1(1−g(Xnmδ(kn)1p))+2C|ˉμnm|(kn)1p+1δp⋅|Xn,m|p+2Cδ2−pkn⋅|Xnm|p+2C(kn)2p⋅|ˉμnm|2. | (4.7) |
Substituting (4.4), (4.7), into (4.3), then combining (2.1) and (4.5), we obtain the following:
V(1(kn)1pkn∑i=1Yni≥ε)≤2Cδp−1supm≥1ˆE(|Xnm|p−kn)++2Cδp−1kn∑m=1V(|Xnm|p>μpδpkn)+2C|ˉμnm|(kn)1pδp⋅supm≥1CV(|Xnm|p)+2Cδ2−p⋅supm≥1CV(|Xnm|p)+2C(kn)2p−1⋅|ˉμnm|2. |
Taking the limit of the above inequality at both sides, then by Lemma 2.6, we obtain
limn→∞V(1(kn)1pkn∑i=1Yni≥ε)=2Cδ2−psupm≥1CV(|Xnm|p). |
Because supm≥1CV((|Xnm|−c)+)→0,c→∞ means supm≥1CV(|Xnm|p)<∞, and from the arbitrariness of δ, we obtain the following:
limn→∞V(1(kn)1pkn∑i=1Xni≥1(kn)1pkn∑i=1ˉμni+ε)=0. | (4.8) |
Similarly, for {−Xni,1≤i≤kn,n≥1}, we obtain the following:
limn→∞V(1(kn)1pkn∑i=1Xni≤1(kn)1pkn∑i=1μ_ni−ε)=0. | (4.9) |
Using the sub-additivity of V and combining (4.8) and (4.9), we obtain the following:
limn→∞V({1(kn)1pkn∑i=1Xni≥1(kn)1pkn∑i=1ˉμni+ε}⋃{1(kn)1pkn∑i=1Xni≤1(kn)1pkn∑i=1μ_ni−ε})=0. |
The proof of Theorem 3.1 is completed.
The proof of Theorem 3.2. To prove Theorem 3.2, we only need to show that
V(lim supn→∞Tnn>Aˉμ)=0, | (4.10) |
and
V(lim infn→∞Tnn<Aμ_)=0. | (4.11) |
First, we prove Eq (4.10); then, we need to show that
V(lim supn→∞Tnn>Aˉμ+ϵ)=0,∀ϵ>0. |
It is obvious that
Tn=n∑t=1Xt=n∑t=1∞∑i=0αiεt−i=n∑t=1∞∑i=tαiεt−i+n∑i=1εin−i∑t=0αt:=Nn+Mn. |
It is only necessary to show that
limn→∞Nnn=0,q.s.V, | (4.12) |
and
V(lim supn→∞Mnn>Aˉμ+ϵ)=0,∀ϵ>0. | (4.13) |
To prove(4.12), we need to prove limt→∞∞∑i=tαiεt−i=0,q.s.V.
For any ϵ>0, using the Chebyshev inequality in Lemma 2.2, and the countable sub-additivity of ˆE, we obtain the following:
∞∑t=1V(|∞∑i=tαiεt−i|>ϵ)=∞∑t=1ˆE[|∞∑i=tαiεt−i|]ϵ≤1ϵ∞∑t=1∞∑i=t|αi|ˆE|εt−i|≤1ϵsupi∈ZˆE|εi|∞∑t=1∞∑i=t|αi|=1ϵsupi∈ZˆE|εi|∞∑i=1i|αi|<∞. |
By Lemma 2.1, it follows that
V(lim supt→∞|∞∑i=tαiεt−i|>ϵ)=0. |
Therefore, by the arbitrariness of ϵ, it follows that
limt→∞∞∑i=tαiεt−i=0,q.s.V. |
Thus, (4.12) holds. Let an−i=n−i∑r=0αr and T=supk≥0|ak|<∞; we prove Eq (4.13) in two steps.
Step 1: If for any i≥1 we have |εi−ˉμ|≤2ciln(1+i),c>0, then we can directly utilize the conclusion of Lemma 2.10; for any t≥1, we have the following:
supn≥1ˆE[exp(tln(1+n)nn∑i=1an−i(εi−ˉμ))]<∞. |
Since limn→∞n∑k=1an−kn=A, then V(lim supn→∞n∑i=1an−i(εi−ˉμ)n>ϵ)=0 is equivalent to (4.13). Choosing a suitable t, such that t>1ϵ, using the Chebyshev inequality in Lemma 2.2, we have the following:
V(n∑i=1an−i(εi−ˉμ)n≥ϵ)=V(tln(1+n)n∑i=1an−i(εi−ˉμ)n≥ϵtln(1+n))≤1(1+n)ϵtsupn≥1ˆE[exp(tln(1+n)nn∑i=1an−i(εi−ˉμ))]. |
By Lemma 2.10 and the convergence of infinite series ∞∑n=11(1+n)ϵt, we obtain the following:
∞∑n=1V(n∑i=1an−i(εi−ˉμ)n≥ϵ)≤∞∑n=11(1+n)ϵtsupn≥1ˆE[exp(tln(1+n)nn∑i=1an−i(εi−ˉμ))]<∞. |
By Lemma 2.1, it follows that
V(lim supn→∞n∑i=1an−i(εi−ˉμ)n>ϵ)=0. |
Therefore, (4.13) is proven.
Step 2: Assume that {εi,i∈Z} only satisfies the conditions of Theorem 3.2. Let g(x)∈Cl,Lip(R); for any x, we have 0≤g(x)≤1, g(x)=1 when |x|≤μ, and g(x)=0 when |x|>1. Then we have the following:
I(|x|≤μ)≤g(x)≤I(|x|≤1),I(|x|>1)≤1−g(x)≤I(|x|>μ). | (4.14) |
Let ˜εi=−ˆE[(εi−ˉμ)g(μ(εi−ˉμ)ln(1+i)i)]+(εi−ˉμ)g(μ(εi−ˉμ)ln(1+i)i)+ˉμ; for any i≥1, we have ˆE(˜εi)=ˉμ and |˜εi−ˉμ|≤2ciln(1+i). Then, {˜εi,i≥1} satisfies the conditions of Lemma 2.10. Let ˜Mn=n∑i=1an−i˜εi; similar to the proof of step 1, we obtain the following:
V(lim supn→∞˜Mnn>Aˉμ+ϵ)=0,∀ϵ>0. | (4.15) |
By the definition of ˜εi, we have the following:
εi=˜εi+ˆE[(εi−ˉμ)g(μ(εi−ˉμ)ln(1+i)i)]+(εi−ˉμ)[1−g(μ(εi−ˉμ)ln(1+i)i)]. |
Since T=supk≥0|ak|<∞, then we have the following:
Mnn≤˜Mnn+Tnn∑i=1ˆE[(εi−ˉμ)g(μ(εi−ˉμ)ln(1+i)i)]+Tnn∑i=1(εi−ˉμ)[1−g(μ(εi−ˉμ)ln(1+i)i)]. | (4.16) |
Note that
ˆE[(εi−ˉμ)g(μ(εi−ˉμ)ln(1+i)i)]≤ˆE[|εi−ˉμ|(1−g(μ(εi−ˉμ)ln(1+i)i))]. | (4.17) |
Substituting (4.17) into (4.16), we only need to prove
limn→∞1nn∑i=1ˆE[|εi−ˉμ|(1−g(μ(εi−ˉμ)ln(1+i)i))]=0, | (4.18) |
and
limn→∞1nn∑i=1|εi−ˉμ|[1−g(μ(εi−ˉμ)ln(1+i)i)]=0,q.s.V. | (4.19) |
By (4.14), we have the following:
|εi−ˉμ|[1−g(μ(εi−ˉμ)ln(1+i)i)]≤|εi−ˉμ|I(|εi−ˉμ|>iln(1+i))≤|εi−ˉμ|ϕ(|εi−ˉμ|)ϕ(iln(1+i)). |
Then, combining supi∈ZˆE[|εi−ˉμ|ϕ(|εi−ˉμ|)]<∞ and Lemma 2.8, we obtain the following:
∞∑i=11iˆE[|εi−ˉμ|(1−g(μ(εi−ˉμ)ln(1+i)i))]≤supi∈ZˆE[|εi−ˉμ|ϕ(|εi−ˉμ|)]∞∑i=11iϕ(iln(1+i))<∞. |
By Lemma 2.3, (4.18) holds.
Since ˆE is countably sub-additive, we have the following:
ˆE[∞∑i=11i|εi−ˉμ|(1−g(μ(εi−ˉμ)ln(1+i)i))]≤∞∑i=11iˆE[|εi−ˉμ|(1−g(μ(εi−ˉμ)ln(1+i)i))]<∞. |
From Lemma 2.7, we obtain the following:
∞∑i=11i|εi−ˉμ|(1−g(μ(εi−ˉμ)ln(1+i)i))<∞,q.s.V. |
By Lemma 2.3, (4.19) holds. Combining (4.14), (4.18), and (4.19), it follows that (4.13) holds.
Similarly, for {−εi,i∈Z}, and ˆE(−εi)=−ˉμ, we obtain the following:
V(lim infn→∞Tnn<Aμ_)=0. |
Using the sub-additivity of V, the proof of Theorem 3.2 is completed.
In the framework of sublinear expectations, we established the Marcinkiewicz-Zygmund type weak law of large numbers, and the strong law of large numbers for WND random variables using the Chebyshev inequality, the Cr inequality, and so on. Theorem 3.1 extends the result of Fu[24] from the Kolmogorov type weak law of large numbers to the Marcinkiewicz-Zygmund type weak law of large numbers. Theorem 3.2 extends the result of Zhang[16] from IID random variables to WND random variables under a more general moment condition. In the future, we will try to develop broader results for other sequences of dependent random variables under sublinear expectations.
Yuyan Wei: conceptualization, formal analysis, investigation, methodology, writing-original draft, writing-review and editing; Xili Tan: funding acquisition, project administration, supervision; Peiyu Sun: formal analysis, writing-review and editing; Shuang Guo: writing-review and 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.
This paper was supported by the Department of Science and Technology of Jilin Province (Grant No.YDZJ202101ZYTS156), and Graduate Innovation Project of Beihua University (2023004).
All authors declare no conflicts of interest in this paper.
[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
![]() |