Probabilistic Analysis of One-Dimensional Consolidation with Monte Carlo Simulations

2011 ◽  
Vol 55-57 ◽  
pp. 907-912
Author(s):  
Xiao Yong Li ◽  
Liao Qi Hu

Themeasured coefficient of consolidation can have a substantial degreeof variation even in a uniform clay layer. This paper examines the variability of one-dimensional consolidationsolutions through a probabilistic analysis. The spatial probabilistic characteristics for the coefficient of vertical consolidation are studied. The influence of a spatially random coefficient of consolidation on one-dimensional consolidation has been studied using the probabilistic method. In the probabilistic analysis, the adequacy of distribution model for coefficient of consolidation is tested using experimental data. A sensitivity analysis of the degree of consolidation to uncertain parameters is presented for clay soil. It is the analysis result that probability distribution type of vertical consolidation has a considerable influence on degree of consolidation. Theresults are discussed in terms of confidence level.

2011 ◽  
Vol 250-253 ◽  
pp. 1838-1841
Author(s):  
Xiao Yong Li

The measured coefficient of consolidation can have a substantial degree of variation even in a uniform clay layer. The probability characteristic values for such parameters as consolidation coefficient and compression modulus are analyzed from local engineering data. This paper, through a probabilistic analysis, examines the variability of one-dimensional consolidation solutions. The multilayer models are evaluated. Then the Monte Carlo method is used to develop solutions for one dimensional consolidation. It identified the influence of the parameter uncertainty on the probability characteristic of the consolidation degree. The uncertainty of consolidation coefficient has a great impact on the probabilistic characteristics of the consolidation degree, but for compression modulus it is opposite true. It proposed a simplification analysis method that considers only the uncertainty of consolidation coefficient without consideration of the uncertainty of compression modulus, and its erroneous precision can meet the engineering requirements.


1992 ◽  
Vol 29 (1) ◽  
pp. 161-165 ◽  
Author(s):  
Han Ping Hong

Different reasonable probability distributions can be assigned for the coefficient of consolidation, C. But if no more than the first few probability moments of the excess pore pressure and of the degree of consolidation which are functions of C are of concern, it is advantageous to use a simpler, distribution-free method for matching probability moments of C. In this note, the method of discretization of probability is used to analyze one-dimensional consolidation. The solutions, influenced by the probability moments of third, fourth, and fifth order of C, are presented. Key words : probability, discretization, coefficient of consolidation, excess pore pressure, degree of consolidation, moments, random variable.


2014 ◽  
Vol 1008-1009 ◽  
pp. 839-845
Author(s):  
Yue Zhou ◽  
Qiang Wang ◽  
Hai Yang Hu

The k-distribution method applied in narrow band and wide band is extended to the full spectrum based on spectroscopic datebase HITEMP, educing the full-spectrum k-distribution model. Absorption coefficents in this model are reordered into a smooth,monotonically increasing function such that the intensity calculations are performed only once for each absorption coefficent value and the resulting computations are immensely more efficent.Accuracy of this model is examined for cases ranging from homogeneous one-dimensional carbon dioxide to inhomogeneous ones with simultaneous variations in temperature. Comparision with line-by-line calculations (LBL) and narrow-band k-distribution (NBK) method as well as wide-band k-distribution (WBK) method shows that the full-spectrum k-distribution model is exact for homogeneous media, although the errors are greater than the other two models. After dividing the absorption coefficients into several groups according to their temperature dependence, the full-spectrum k-distribution model achieves line-by-line accuracy for gases inhomogeneous in temperature, accompanied by lower computational expense as compared to NBK model or WBK model. It is worth noting that a new grouping scheme is provided in this paper.


2010 ◽  
Vol 458 ◽  
pp. 173-178
Author(s):  
Zhen Zhou ◽  
L.N. Zhang ◽  
Y. Qin ◽  
D.Z. Ma ◽  
B. Niu

Characteristics of field failure data are analyzed in this paper. The failure data and sales record of LZL-type mass flowmeter are used to infer life distribution of this conduct. The lines can be fitted in coordinates of six distribution using least square and the residual sum of squares are compared, the minimum correspond is the best distribution type. The results show that the life distribution style of this conduct is the two parameter exponential distribution, which is the base to analyze and predict failure development, research failure mechanism and draw up maintenance policy.


1981 ◽  
Vol 21 (3) ◽  
pp. 132-136
Author(s):  
Masaru Akaishi ◽  
Masuho Inada ◽  
Hiroaki Shirako

2002 ◽  
Vol 5 (04) ◽  
pp. 302-310
Author(s):  
Herman G. Acuna ◽  
D.R. Harrell

Summary Probabilistic methods have introduced inconsistent interpretations of how they should be applied while still complying with reserves certification guidelines. The objective of this paper is to present and discuss some pitfalls commonly encountered in the application of probabilistic methods to evaluate reserves. Several regulatory guidelines that should be followed during the generation of recoverable hydrocarbon distributions are discussed. An example also is given to understand the evolution of reserves categories as a function of probabilities. Most of the conflicting reserves interpretations can be attributed to the constraints of regulatory bodies [e.g., the U.S. Securities and Exchange Commission (SEC)] and the current SPE/World Petroleum Congresses (WPC) reserves definitions in which reserves categories are expressed in terms of the probabilities of being achieved. For example, proved reserves are defined as those hydrocarbon volumes with at least a 90% probability of being equaled or exceeded (P90). Unfortunately, these definitions alone fall short as guidance on how to derive the distributions from which these percentiles will be calculated. This may lead to distributions that do not comply with the remaining guidelines. While a P90 can be calculated from a noncomplying distribution, proved reserves may not be assigned at this percentile level. Introduction In 1997, new reserves definitions were drafted and introduced by SPE and WPC. For the first time, these reserves definitions included some language to address the increased interest in probabilistic analysis to estimate hydrocarbon reserves. Proved reserves were defined, in part, as those volumes of recoverable hydrocarbons with " . . . a high degree of confidence that the quantities will be recovered. If probabilistic methods are used, there should be at least a 90% probability that the quantities actually recovered will equal or exceed the estimate."1 The interpretation of this definition may be that satisfying the P90 criteria is sufficient to define proved reserves. We will discuss later in this paper why defining proved reserves as the P90 of any distribution is not always appropriate. Also, the definitions do not specify at what level the evaluator should apply the P90 test (i.e., is it at the field level or the total portfolio level?). These points are further clarified in the 2001 update of the SPE/WPC definitions.2 Probable reserves were then described in the SPE/WPC definitions as those recoverable hydrocarbon volumes that " . . . are more likely than not to be recoverable. In this context, when probabilistic methods are used, there should be at least a 50% probability that the quantities actually recovered will equal or exceed the sum of estimated proved plus probable reserves."1 Possible reserves were defined as those recoverable hydrocarbon volumes that " . . . are less likely to be recoverable than probable reserves. In this context, when probabilistic methods are used, there should be at least a 10% probability that the quantities actually recovered will equal or exceed the sum of estimated proved plus probable plus possible reserves."1 The SEC does not recognize probable and possible reserves. The SEC's guidelines for reporting proved reserves are set forth in its Regulation S-X, Rule 4-10 and subsequent clarifying bulletins. In Regulation S-X, Rule 4-10, there are no guidelines for the interpretation of probabilistic analysis. The regulation defines proved reserves as those recoverable hydrocarbon volumes with " . . . reasonable certainty to be recoverable in future years from known reservoirs . . ."3 Both the SPE/WPC and SEC proved reserves definitions have several other requirements that are usually applicable to deterministic methods that may conflict with probabilistic analysis if not properly incorporated. Evaluators of reserves should exercise caution when using probabilistic methods to ensure compliance with the reserves definitions adopted by the SEC and SPE/WPC. Caution is required because there are certain situations in which indiscriminate application of probabilistic methods may produce results that are inconsistent with the reserves definitions. For example, the SEC definition of proved reserves does not explicitly recognize the use of the probabilistic method and in no way allows for the probabilistic method to be used in such a manner as to violate any term of that definition. In this paper, we will first present a short definition of probabilistic analysis and the risks and benefits of using this technique. Next, we will address some significant shortcomings in the current reserves definitions and then present some examples on how some of these shortcomings can be addressed in the evaluation of reserves. Discussion of Probabilistic Analysis of Reserves The probabilistic analysis of reserves relies on the use of probabilistic techniques to estimate the uncertainty of the recoverable hydrocarbon volumes. In its purest sense, these probabilistic methods are used to collect and organize, evaluate, present, and summarize data. These methods provide the tools to analyze large amounts of representative data so that the significance of that data's variability and dependability can be measured and understood. Probabilistic analysis should be considered an important tool for internal analysis, allowing companies to understand and rank their hydrocarbon reserves and resources and the associated risks. This method provides the tools to identify the upside and the downside hydrocarbon potential to better organize the company's portfolio and to allocate capital and manpower resources more efficiently. However, it should be understood that the objectives of a hydrocarbon-property ranking study and an SPE/WPC or SEC reserves reporting evaluation might be different. For example, companies may have their own guidelines to group and analyze hydrocarbon assets to allocate company resources or for property acquisitions. These company guidelines may vary from project to project or from year to year (depending on pricing assumptions) and may be different from those guidelines provided in the SPE/ WPC and SEC definitions. It then becomes the primary challenge of the evaluator to reconcile both evaluations.


1999 ◽  
Vol 36 (5) ◽  
pp. 940-946 ◽  
Author(s):  
Ernesto Ausilio ◽  
Enrico Conte

This paper deals with the one-dimensional consolidation of unsaturated soils due to the application of external loads. A simple equation is derived that enables one to predict the rate of settlement of shallow foundations with time. This equation uses the constitutive relationships proposed by Fredlund and Morgenstern to define the volume change of unsaturated soils, and relates the settlement rate to the average degree of consolidation for both the water and air phases. A series of examples is shown to demonstrate the feasibility and usefulness of the derived equation. Key words: one-dimensional consolidation, unsaturated soil, degree of consolidation, rate of settlement.


2010 ◽  
Vol 7 (5) ◽  
pp. 6757-6792
Author(s):  
F. Garavaglia ◽  
M. Lang ◽  
E. Paquet ◽  
J. Gailhard ◽  
R. Garçon ◽  
...  

Abstract. Design floods for EDF (Électricité de France, French electricity company) dam spillways are now computed using a probabilistic method named SCHADEX (Climatic-Hydrological Simulation of Extreme Floods) based on an extreme rainfall model named the MEWP (Multi Exponential Weather Pattern) distribution. This probabilistic model provides estimates of extreme rainfall quantiles using a mixture of exponential distributions. Each exponential distribution applies to a specific sub-sample of rainfall observations, corresponding to one of eight typical atmospheric circulation patterns that are relevant for France and the surrounding area. The aim of this paper is to validate the MEWP model by assessing its reliability and robustness with rainfall data from France, Spain and Switzerland. Data include 37 long series for the period 1904–2003, and a regional data set of 478 rain gauges for the period 1954–2005. Two complementary properties are investigated: (i) the reliability of estimates, i.e. the agreement between the estimated probabilities of exceedance and the actual exceedances observed on the dataset; (ii) the robustness of extreme quantiles and associated confidence intervals, assessed using various sub-samples of the long data series. New specific criteria are proposed to quantify reliability and robustness.The MEWP model is compared to standard models (seasonalised Generalised Extreme Value and Generalised Pareto distributions). In order to evaluate the suitability of the exponential model used for each weather pattern (WP), a general case of the MEWP distribution, using Generalized Pareto distributions for each WP, is also considered. Concerning the considered dataset, the exponential hypothesis of asymptotic behaviour of each seasonal and weather pattern rainfall records, appears to be reasonable. The results highlight: (i) the interest of WP sub-sampling that lead to significant improvement in reliability models performances; (ii) the low level of robustness of the models based on at-site estimation of shape parameter; (iii) the MEWP distribution proved to be robust and reliable, demonstrating the interest of the proposed approach.


2021 ◽  
Vol 9 (2) ◽  
pp. 124-128
Author(s):  
Ranggaski Yoan Vianus ◽  
Mohammad Ikhwan Yani ◽  
Fatma Sarie

The waste from the wood and brick industry in Central Kalimantan is largely unused. The research objective aims to analyze the physical and mechanical properties of clay soil in the Tumbang Rungan area of ​​Palangka Raya City, Central Kalimantan and the effect of adding sawdust ash and brick powder based on the consolidation test and the time of subsidence of the clay soil using the Terzaghi one-dimensional consolidation method with the addition of a mixture of 2 variations 2,5%, 5% and 7,5%. Tests conducted are to obtain the consolidation reduction value (Sc) and the consolidation coefficient value (Cv). The results of the study using a mixture of sawdust ash and brick powder obtained changes in the Sc and Cv values ​​of the original soil. The original soil has a value of Sc (e) = 0.291 cm and Cv (t50) = 0.01913205 cm²/s, Cv (t90) = 0.031062161 cm²/s and the addition of a mixture of 5% variation of material has decreased the value of Sc (e) = 0.203 cm and Cv (t50) = 0.00722173 cm²/s, Cv (t90) = 0.011679143 cm²/s. The effective mixture variation for adding mixed material to clay is a variation of 5%.


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