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Probabilistic Methods in Geotechnical Engineering. Edited by Gordon A. Fenton. Workshop presented at. ASCE GeoLogan'97 Conference.
Table of contents
- Probabilistic Methods in Geotechnical Engineering - Dimensions
- Servicios Personalizados
- Probability Methods in Civil Engineering
- Probabilistic Methods in Geotechnical Engineering
In this course not only we will delve into hydrogeology applications using ArcGIS, but also into geology related mapping and…. Artificial Intelligence in Exploration? Effective or not? Useful or not? Successful or not?
Waterfalls are big steps on fluvial channels, due to difference land altitude. In this planet there are several amazing waterfalls…. How can web determinate the soil permeability? In this excerpt from the "Principle of Soil mechanics course", Ian Smith gives…. The methodology proposed in this research represents one of the very few techniques available for meaningful quantitative analysis of geotechnical boundary value problems. The impact of soil variability on design will be investigated.
Different methods of generation of spatially correlated random fields will be examined. Good statistical characterization of soil properties is crucial for practical application of the modelling tools that will be developed in this research. Digitized site-investigation data, particularly from CPT will be gathered enabling relevant parameters such as the mean, variance and correlation properties to be extracted.
Probabilistic Methods in Geotechnical Engineering - Dimensions
In addition to using these site-specific properties in the random field models, it will be possible to develop more robust guidelines for engineers indicating typical ranges of soil variability for use in design. Broader Impact: This research seeks to promote the use of advanced proba- bilistic tools in geotechnical design by applying them to the classical geotechnical stability problems of bearing capacity and slope stability. These particular application are chosen because of their practical importance and the serious consequences of failure.
The most commonly studied problems in this regard are related to foundation design and slope stability analyses whereas earth retaining walls and gabion walls are the less studied. Furthermore, no study was found in the determination of the variation of the soil-wall friction nor in the geological influence for this type of structures, which implies a great potential for future research in these areas.
Geotechnical engineering is the area of civil engineering that studies the behaviour of soils and rocks for the design and construction of mainly foundations, retaining walls and slopes. The aforementioned designs require the knowledge of the shear strength properties of soils for each of the layers found during ground investigation where the structures are to be located.
These properties can be determined with different types of field or laboratory tests, but are commonly used as deterministic values in the different geotechnical models Phoon and Kulhawy, b. The main problem of the deterministic methods is the inability to assess the probabilities of events for random phenomena that may occur in the soil. Deterministic formulations cannot distinguish between the natural variability and the inherent dispersion of the geotechnical parameters, as these properties are usually obtained by measures of central tendency or are modified subjectively according to field observations and engineering criteria Phoon and Kulhawy, b.
The uncertainties caused by the random behaviour of soil properties and the hypotheses formulated in the interpretation of the parameters may reduce the accuracy of the bearing capacity, earth pressure and slope stability analyses e. Carlsson, The implementation of statistical models that are able to estimate the uncertainties of the classic methodologies can overcome the lack of accuracy in the deterministic methods.
A variety of works deal with the reliability-based designs in geotechnical engineering, being the most common subject the reliability of slope analysis, with over papers, followed by the reliability of foundations with over 90 papers. Figure 1 shows the amount of papers by subarea. We made a further refinement with focus on the subject of interest in earth retaining walls. Table 1 presents the state of the art in the reliability design of different type of walls. In the review, pile walls are the most studied structures in reliability-based designs, whilst the anchored walls are the least studied.
An important feature is the absence of reliability studies in gabion walls. This type of walls is widely used in the world due to their economical and aesthetics characteristics, but they have a variability of dimensions, type of fills and low stiffness. Although this type of walls does not appear in reliability studies, they are commonly found in case history studies and forensic studies. Table 2 shows the quantity of studies carried out on forensic engineering of walls.
The reliability-based designs, as the regular deterministic geotechnical ones, require a series of steps to define the different geotechnical properties and field characteristics that affect the probability of failure of geotechnical structures. From 75 references published in the course of four decades, between and Figure 2 , the increase of research in this area with time become evident, especially after the year This increase may be explained due to the advances in computational modelling where more complex statistical analyses were made possible.
According with these results, we drafted the following general procedure for reliability-based designs in geotechnical engineering as a common baseline for different subareas of work Figure 3. This task involves undertaking different field test, such as SPT, CPT, DMT or PMT complemented by different laboratory tests, like triaxial and direct shear stress, in order to identify the different soil layers and their mechanical properties.
The site investigation not only limits to the definition of soil properties, but may also include the definition of the soil spatial variability. The spatial variability is commonly estimated by the correlation length or scale of fluctuation, originally described by Vanmarcke This length corresponds to the distance at which the values are significantly correlated, where values separated over this distance will have no correlation e. Fenton and Griffiths, Some authors work with this type of correlation to determine the spatial variability of the soil, like Zou et al. The scale of fluctuation will determine the influence of the test location in the field and in the determination of the mechanical properties, according to their spatial location, creating a more realistic model of the soil properties e.
The spatial variability in geotechnical engineering have been described by a number of authors Baecher and Christian, ; Basarir et al. According to Fenton and Griffiths , the ground is a complex engineering material that is difficult to characterize realistically. Its parameters can vary greatly from site to site, evidenced in the coefficient of variation standard deviation divided by the mean as illustrated by Phoon and Kulhawy a and Uzielli et al. This coefficient of variation C v is useful when trying to compare the uncertainties of more than one group of data, which differ considerably in the extent of the observation Montgomery and Runger, Table 3 and 4 present the values of the coefficient of variation for several properties of different types of soil.
Due to this uncertainty, the use of response prediction models, which can take into account the spatial variability, are defined as a Probability Density Function PDF of the geotechnical parameters. The probability functions used in the reliability based design identifies the probabilities of occurrence of the soil properties that are susceptible to great change and whose behaviour can only be described by inductive statistical analysis Baecher and Christian, The determination of the PDFs for the drained and undrained shear strength parameters require enough number of laboratory and field tests, which are rarely available to prescribe a full joint distribution Fenton and Griffiths, A procedure to define the PDF for the shear strength properties, adapted from Griffiths and Fenton , is described below:.
Conduct a goodness of fit test for all the selected PDF's to evaluate how well the fitted distribution represents the true underlying distribution of data.
After defining the PDF's, ensure that the distribution represents the soil property realistically. For example, some variables cannot have negative values e. Distributions with negative tails are allowed, as long as the probability of occurrence of these values is very low. Compare the results with distributions available in the literature, especially when making assumptions or using a database. The normal or lognormal probability functions can usually represent random processes that occur in the soil. However, under specific conditions, different functions are applicable in order to adjust the sampling distributions more accurately as is shown in Table 5.
Normally, the grain size distribution is used to explain the parameters, distribution and behaviour of soil properties. However, the influence of the geological origin in the soil properties has not yet been considered. The geological origin not only generates a particular grain size distribution, but it can correlate to the state of weathering, type of formation residual or transported and to the previous state of stresses and how these factors can affect the variability of the geotechnical parameters. The geological environment not only determines the type of site investigation to conduct on any site, but it can also explain the discrepancies usually observed in the mechanical behaviour of different types of soils.
Mud or debris flows, for instance, behave in very different manners when compared to residual soils.
Probability Methods in Civil Engineering
The former, for example, is comprised by rock fragments with different states of weathering embedded in a homogenous matrix, and this type of formation affects the results from the different field test that can be performed during ground exploration. These tests might evaluate the resistance of a particular rock fragment that do not represent the behaviour of the soil mass as shown in Figure 4.
On the other hand, geotechnical engineering is less developed when it comes to analyze residual soils, since it has advanced mostly in sedimentary formations Mitchell and Soga, ; Wesley, , However, residual soils tend to have a similar grain size distribution with the presence of some randomly distributed, partly weathered, rock fragment.
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Nonetheless, depending on the type of formation and the influence of the weathering with depth, the soil properties may have different scale of fluctuations that can make the definition of the soil parameters difficult. Therefore, the integration of geology with reliability-based designs, will reduce to some extent the gap between the uncertainty of the designs and the field behaviour of the geo-structures. The most commonly used models in geotechnics are the limit state failure or serviceability and finite elements models.
The former is based on the classical theory of failure and elastic deformations in order to define the bearing capacity of foundations, slopes stability and earth pressures.
The latter is based on stress-strain equations discretized in small nodes Smith et al. The finite elements model is widely used in geotechnical engineering, because it determines the failure by the weak areas and not by a preset area e. Griffiths and Lane, Because of the uncertainty of the parameters represented by the PDF, Random Finite Element Models RFEM arise, allowing the determination of fault conditions and the probability of success in the finite element method through a simulation method Griffiths and Fenton, Several statistical methods involve various numerical analysis techniques for assessing the reliability of the geotechnical designs under a probabilistic approach.
Hidalgo and Pacheco, According to Lacasse and Nadim , the applicability of the Monte Carlo method in geotechnical engineering is widely known for its conceptual simplicity compared to other methods. As shown in Figure 5 , the use of Monte Carlo more than doubles the use of other methods in the specialized literature.https://necondorobas.tk
Probabilistic Methods in Geotechnical Engineering
Considering the above, we summarize a procedure for the reliability-based designs in the flowchart of Figure 6. The flowchart covers the type of investigation, the definition of a PDF that adequately represents soil properties and the analysis of the model results, in order to obtain the best estimate of the probability of failure. It was found that pile walls are the most commonly studied retaining structures in reliability-based designs in geotechnical engineering.
This can be explained by the fact that this type of structures are more frequently implemented compared to other type of walls. However, economy and new needs to find faster solutions to the earth retaining structures, it is expected that the anchor walls will take more ground in the reliability based designs. On the other hand, there is an absence of reliability studies in Gabion walls, which may be explained by the variability of the dimensions, type of fills and low stiffness of this type of walls, which make them highly complex to study and a less desirable choice for reliability-designs, despite its widespread use in several countries.
There is also a lack of studies regarding the determination of the probability density functions of the soil-wall friction. This is an important variable in defining the stability of retaining structures. Soil-wall friction is commonly defined deterministically as a fraction of the friction angle, regardless of the contact material and the geological origin of the soil.