
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
[1] | Farah Liyana Azizan, Saratha Sathasivam, Nurshazneem Roslan, Ahmad Deedat Ibrahim . Logic mining with hybridized 3-satisfiability fuzzy logic and harmony search algorithm in Hopfield neural network for Covid-19 death cases. AIMS Mathematics, 2024, 9(2): 3150-3173. doi: 10.3934/math.2024153 |
[2] | Nadiyah Hussain Alharthi, Mdi Begum Jeelani . Analyzing a SEIR-Type mathematical model of SARS-COVID-19 using piecewise fractional order operators. AIMS Mathematics, 2023, 8(11): 27009-27032. doi: 10.3934/math.20231382 |
[3] | Said Gounane, Jamal Bakkas, Mohamed Hanine, Gyu Sang Choi, Imran Ashraf . Generalized logistic model with time-varying parameters to analyze COVID-19 outbreak data. AIMS Mathematics, 2024, 9(7): 18589-18607. doi: 10.3934/math.2024905 |
[4] | Mohammad Hamidi, Florentin Smarandache . Valued-inverse Dombi neutrosophic graph and application. AIMS Mathematics, 2023, 8(11): 26614-26631. doi: 10.3934/math.20231361 |
[5] | Deniz UÇAR, Elçin ÇELİK . Analysis of Covid 19 disease with SIR model and Taylor matrix method. AIMS Mathematics, 2022, 7(6): 11188-11200. doi: 10.3934/math.2022626 |
[6] | Xiaoying Pan, Longkun Tang . A new model for COVID-19 in the post-pandemic era. AIMS Mathematics, 2024, 9(8): 21255-21272. doi: 10.3934/math.20241032 |
[7] | Tahir Khan, Fathalla A. Rihan, Muhammad Bilal Riaz, Mohamed Altanji, Abdullah A. Zaagan, Hijaz Ahmad . Stochastic epidemic model for the dynamics of novel coronavirus transmission. AIMS Mathematics, 2024, 9(5): 12433-12457. doi: 10.3934/math.2024608 |
[8] | M. J. Huntul . Inverse source problems for multi-parameter space-time fractional differential equations with bi-fractional Laplacian operators. AIMS Mathematics, 2024, 9(11): 32734-32756. doi: 10.3934/math.20241566 |
[9] | Ishtiaq Ali, Sami Ullah Khan . Dynamics and simulations of stochastic COVID-19 epidemic model using Legendre spectral collocation method. AIMS Mathematics, 2023, 8(2): 4220-4236. doi: 10.3934/math.2023210 |
[10] | CW Chukwu, S. Y. Tchoumi, Z. Chazuka, M. L. Juga, G. Obaido . Assessing the impact of human behavior towards preventative measures on COVID-19 dynamics for Gauteng, South Africa: a simulation and forecasting approach. AIMS Mathematics, 2024, 9(5): 10511-10535. doi: 10.3934/math.2024514 |
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.
In the mid-19th century, the English physician John Snow [9] refused to accept the theories of cholera infection prevailing at that time. Both the sharing of clothing and transmission through the air seemed to him to be insufficient explanations for what was happening in London, under an epidemic that was undermining the entire population of any social class. He established a famous practical example of spatial epidemiology, measuring the distances of each patient to the nearest water source.
Not only Covid-19 [11,22], but many other infectious diseases [6] are forcing us, in general, to rethink new techniques for describing and discovering spatial epidemiology, that is, "the description and analysis of geographic variations in disease with respect to demographic, environmental, behavioral, socioeconomic, genetic, and infectious risk factors" [10]. To this end, we can draw on data that reflect human behavior in terms of spatial location and movement. In particular, geolocation data [24], which includes geographical location information associated with the hosting device (e.g., mobile phone), is key for modeling the spread and evolution of infectious diseases in space and time.
Using this kind of data, we cannot only track the movement patterns of individuals, but also derive general mobility patterns for the population over time. They give insight into, e.g., "the prediction of future moves, detecting modes of transport, mining trajectory patterns and recognizing location-based activities" [13]. That is, geolocation data is key data computational spatial empidemiologic models and simulations.
The idea that a microscopic coronavirus in the city of Wuhan has caused an economic crisis in Europe reminds us of Edward Lorenz's famous speech at MIT, where he raised how the flapping of a butterfly in Brazil could cause a tornado in Texas. That is, the well-known butterfly effect and its repercussions on chaos theory.
In this work, data about spatial population movement such as geolocation data are used as key sources of insight in the way infectious diseases spread in space and time among individuals. To this end, this work proposes a mathematical foundation following an inverse methodology on the chaotic bases [18] since it raises the search of the starting attractor or "patient zero". This procedure collects the ideas of reverse engineering, as a way of establishing the unknown initial parameters of a problem whose solutions and effects are known.
In particular, tracking and analyzing population movements are key to get insights about patterns of propagation of environmentally-transmitted pathogens. For example in the case of Covid-19, "[...] changing geography of migration, the diversification of jobs taken by migrants, the rapid growth of tourism and business trips, and the longer distance taken by people for family reunion are what make the spread of COVID-19 so differently from that of SARS" [19].
To this end, we introduce a graph-based approach to model population movements in space and time, including a health status of individuals that allows us to classify risks for individuals as well as spatial locations and temporal periods.
The main methods to be used will be differential geometry of curves adapted to the symptomatology of the disease and graph theory for its representation and monitoring [16]. In its inverse reasoning, we can establish algorithms that, e.g., facilitate finding a "patient zero", classify possible originators of the contagion [1,3,12,17,20], or classify spatial locations with respect to the spread of pathogens.
As a key source of human mobility patterns, we consider mobile phone location data. The high penetration of mobile phones in the population allows a very representative survey of mobility dynamics [14].
The trajectories on which we base the monitoring of population movements are those recorded by the smartphones devices with GPS. We know that both smartphones and social networks [23] have the ability to store the paths followed by their owners, just as telephone companies can track that path followed by their customers [7,8]. This information is collected both by these devices and by the telephone companies, and can be represented geospatially by the different navigation systems. As an example we can see the path followed by an smartphone and represented in Figure 1 using Google Maps software:
Definition 2.1. For every patient P we distinguish three disjointed and sequential time intervals (as can be seen in the medical graphs in Figure 2) that we will note by:
1. H: where the person is "healthy". In the timeline it will be distinguished by a simple line and during this interval [5] (before infection) the value of the state variable will be 1.
2. C: where the person is "contagious" (incubation period). This interval or latency period will be estimated, given the patient's symptoms, based on the maximum and minimum time it could take to become "ill". It will be represented by a double line and its state variable will be 2. Currently this period is from 0 to 7 days aproximately.
3. I: where the patient is "ill". It will be represented by a triple line, together with the previous one completes the incubation time [21] and its state variable will be 3.
Definition 2.2. To establish the path we use the notation of differential geometry by using Cartesian coordinates, incorporating the state variable over time ρ(t)∈{1,2,3} remaining:
→α(t)=(x(t),y(t),ρ(t))witht∈{H∪C∪I} |
and whose graph is represented in Figure 3.
Definition 2.3. We will say that a contagion has occurred if, given two patients Pi and Pj it is fulfilled:
● the paths cross in a sufficiently close environment, i.e. there is a maximum transmission distance M such that:
foraninstanttitisfulfilledthat√(xi(t)−xj(t))2+(yi(t)−yj(t))2≤M |
To simplify the calculation, without loss of generality, we will consider that this distance M is null, or what is the same, they are in the same place. With this we have:
foraninstanttitisfulfilledthat(xi(t),yi(t))=(xj(t),yj(t)) |
● one patient's status must be "contagious" and the other patient's status must be "ill", i.e., t∈C for Pi and t∈I for Pj or vice versa. This is simplified as ρi(t)⋅ρj(t)=6 (product of a state that is "contagious" by another "ill").
We will note the contagion between both patients as Pi∼Pj.
Notation 2.4. The point of infection of each patient P will be identified with the symbol ⊗ and its coordinates will be →⊗=(x,y,n,t) where:
● x and y are the cartesian coordinates of the place of infection
● n is the variable where the number of infections produced in this place is accumulated.
● t is the variable that indicates the furthest moment in which the contagion occurred in this place.
It can be seen in the contagion graph of Figure 4 that a different situation occurs at each confluence ⊗i since in
⊗1 Both patients are healthy
⊗2 The second patient P2 has been infected by the first P1
⊗3 The first patient P1 is still "healthy" after meeting the second P2 who is ill. They may not have coincided in time at this intersection and the first one was not in a "contagious" state.
⊗4 Here both patients are already "ill"
Procedure 3.1 (Intersections analysis). Given two different paths, →αi and →αj, these can be subdivided into segments, being considered therefore as polygonal *. Hence, the analysis of intersections is restricted to the calculation of common points between two segments of different paths [16]. Let us consider the segments between points:
*A polygonal sufficiently close to the curve is considered. Its existence is assured by Schoenflies theorem for polygonal Jordan curves. This concept also appears in the formulation of the length of a parametric curve, making use of the approximations by sufficiently small segments and its use in the Riemann integral.
Sip=¯(xip(t1),yip(t1))(xip+1(t2),yip+1(t2))∈→αi |
Sjq=¯(xjq(t3),yjq(t3))(xjq+1(t4),yjq+1(t4))∈→αj |
1. We check for the existence of temporal (one-dimensional) intersection, that is, time concurrence:
(t1,t2)∩(t3,t4)≠Ø⇔t1≤t4∧t3≤t2 |
2. We check for geometric (two-dimensional) intersection:
(a) It can be done by solving the system, as long as it is well-conditioned:
{xip(t1)+λ(xip+1(t2)−xip(t1))=xjq(t3)+μ(xjq+1(t4)−xjq(t3))yip(t1)+λ(yip+1(t2)−yip(t1))=yjq(t3)+μ(yjq+1(t4)−yjq(t3)) |
If there are 0≤λ≤1 and 0≤μ≤1 that fulfill both equations or are collinear, that is:
|xip+1(t2)−xip(t1)xjq+1(t4)−xjq(t3)yip+1(t2)−yip(t1)yjq+1(t4)−yjq(t3)|=0 |
where contagion could occur if they are coincidental:
xip+1(t2)−xip(t1)yip+1(t2)−yip(t1)=xjq+1(t4)−xjq(t3)yjq+1(t4)−yjq(t3)=xip(t1)−xjq(t3)yip(t1)−yjq(t3) |
In any other situation, as there are no points in common between the segments, the minimum distances between each point and the opposite segment are calculated. Finally, it is checked whether the minimum of them is below the maximum transmission distance, so that there is a possibility of contagion (as Figure 5):
min{d1,d2,d3,d4}≤M |
In this case the execution time for n segments would be
Θ(n2) |
(b) Or using Bentley's & Ottmann algorithm [4], whose execution time for n segments with s points of intersection is
Θ(nlog(n)+slog(n)) |
Procedure 3.2 (Establishing Contagion). The big data algorithm must fulfill the following phases:
1. Analyze the intersections of patient trajectories by pairs (→αi and →αj) where contagion may occur [15]:
findtsuchthat(xi(t),yi(t))=(xj(t),yj(t))withρi(t)⋅ρj(t)=6 |
2. In each analysis, establish the possible point of contagion (if any) and increase both its contagion index and its most remote time variable in which a contagion occurred
For→⊗=(x,y,n,t),isexecutedn=n+1 |
3. Patients are classified according to the sum of the indexes of all the points of contagion contained in their trajectory. In this way, we will order the patients from the one that has caused the most infections to the one that has caused the least.
4. Patients are classified according to the lowest value of t contained in their points of contagion. With this we can establish patient zero.
With this procedure, we calculate the distribution of contagion points of known patients →⊗k, and the final number of contagions in each one of them →⊗k, which gives us an image of the city as shown in Figure 6:
Once the possible cut-off points between known patient routes have been established, we ask ourselves whether there are any undetected patients who can be deduced from the possible points of contagion. This question involves a probabilistic analysis of what the possible path of the unknown patient would look like.
Let us suppose that there is an unknown patient that has been causing an uncontrolled contagion, which we will call Px.
1. If the contagion has occurred at an intersection →⊗ij of two "contagious" patients Pi and Pj, that is, ρi(t)⋅ρj(t)=4, it could be that:
(a) one of them was already really ill: This forces a recalculation of the C and I intervals for both. In this case, if the one who was already ill had been Pi, he must have been previously infected by a stranger, and therefore there was a cross with Px. Similarly for Pj.
(b) neither of them infected the other: In this case there is a coincidence of the path of both with the one of Px at the point of infection.
In both cases we assign a new contagion in the point →⊗ij, although in the first assumption we also know that there is some point in the path of Pi or Pj in the state C where it must have crossed with that of Px in the state I. Therefore, if we call t(→⊗ij,C0i) and t(→⊗ij,C0j) the time from the crossing point to the place where Pi and Pj met Px respectively, which are C0i and C0j, then the crossing probabilities (CP) with Px of each interval are set as:
PC(x,i)=t(→⊗ij,C0i)[Ci] |
PC(x,j)=t(→⊗ij,C0j)[Cj] |
where [Ci] and [Cj] are the times at which Pi and Pj have been contagious.
2. If the infection has occurred in the C range of any patient Pi, the path of Px matches that of Pi with ρi(t)=2 and ρx(t)=3. In this case it is known that there is some point in the path of Pi in the state C where it should have crossed with that of Px in the state I. Here the probability of the whole C interval is equal to 1.
The zone graph, in these cases, is represented by Figure 7
Procedure 4.1 (Inverse graphs by big data). The big data algorithm will then be based on finding, of all existing paths of citizens that go through this area, those that achieve a higher sum of probabilities at the intersections of the N intervals of known contagion [12].
1. To do this, the route followed by each citizen's smartphone Px is analysed and its intersections with the probable paths, assuming that this citizen was permanently ill:
→αx(t)=(x(t),y(t),3) |
2. This would cause a contagion at each intersection and would add probabilities to its final value.
N∑i=1PC(x,i)conPx∼Pi |
3. Those candidates with the highest score will be studied to see if they are carriers or not. A new set of patients will be deducted from the patients prior to the existing ones. Using the procedure recursively, we will reach patient zero.
After the theoretical development of the Inverse Graph method, the general geolocation algorithm has been programmed using a Computer Algebra System (CAS) as MatLab †. The developed algorithm has a quadratic execution time, i.e. Θ(n2) and its pseudo-code ‡ would be as follows:
†Algorithms and functions programmed in MatLab version R2020b and tested on a MacBook with processor 1.3 GHz Intel Core m7
‡All that appears between braces are comments
begin Read kml compress files from Google Maps timeline for each
user i. Build matrix Mi of coordinates and its convex hull.
Analyzes only disjunct concentrations of convex hulls (Figure 8)
M=[]; for i:1:users do M=[M;Mi] end for
Times = intervals(M); {Build matrix time interval for all users}
I = sort(Times) {Sort the intervals as a function of time}
point = []; inter = size(I, 1);
for j = 2:inter
for i = 1:j-1 {Check the space-time match}
if fit(Times(i), Times(j))
point = cuts(I, Times, M); {Found intersection points}
end if
end for
end for
end
Next Table 1 and Figures below (Figures 9 and 10) show execution times (in seconds) and the number of contact points that occurred between different people, based on user graph intersections for the last twelve days, with an average of 388 vertexes at their polygonal paths for each user
Users | Time | Points |
10 | 0.29 | 837 |
20 | 0.41 | 1755 |
30 | 0.72 | 2565 |
40 | 0.94 | 3595 |
50 | 1.20 | 4954 |
100 | 3.60 | 10746 |
150 | 7.68 | 15397 |
The capacity of Big Data to solve the problem will depend on the reduction that is made on the population to be analyzed for the search of the patient zero [20].
This reduction is conditioned by the need for temporal and geometric coincidence of the routes with those of the probable intervals. Therefore, it is a priority to establish the condition of temporal coincidence, which will considerably reduce the set of candidates (Figure 11), and then analyze the intersections in the plane.
Each element aij of a dispersed matrix of contagions A=(aij) would represent with values 0 or 1 the possibility that the patient Pi has infected the patient Pj, with i,j∈{1,…,N}
With this representation the rows i, whose sum of terms is greater N∑j=1aij, will correspond to the index of the most dangerous patients. The number of infections of the most dangerous patient will be indicated by
||A||∞=maxiN∑j=1aij |
The application of Markov Chains on arrays, whose elements represent the mesh of an area, will allow us to see to which position each individual moves in a unit of time and to which state of health he can evolve [3,17].
Neural networks can provide a trained system for the pre-selection of possible candidates for asymptomatic or unknown patients [1].
We thank the support of this paper from University of Málaga and CBUA (funding for open access charge: Universidad de Málaga / CBUA) and we thank also the anonymous reviewers whose suggestions helped improve and clarify this manuscript.. This research did not receive any specific grant from funding agencies in the public, commercial, or not-for-profit sectors.
The authors declare that there are no conflicts of interest.
[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
![]() |
1. | Dennis Opoku Boadu, Justice Kwame Appati, Joseph Agyapong Mensah, Exploring the Effectiveness of Graph-based Computational Models in COVID-19 Research, 2024, 5, 2662-2556, 10.1007/s43069-024-00362-4 |
Users | Time | Points |
10 | 0.29 | 837 |
20 | 0.41 | 1755 |
30 | 0.72 | 2565 |
40 | 0.94 | 3595 |
50 | 1.20 | 4954 |
100 | 3.60 | 10746 |
150 | 7.68 | 15397 |