Three Dimensional Slope Stability Analysis Of Open Pit Mine

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Three Dimensional Slope Stability Analysis of Open Pit Mine

Author : Masagus Ahmad Azizi
Publisher :
ISBN 13 :
Total Pages : 0 pages
Book Rating : 4.:/5 (139 download)

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Book Synopsis Three Dimensional Slope Stability Analysis of Open Pit Mine by : Masagus Ahmad Azizi

Download or read book Three Dimensional Slope Stability Analysis of Open Pit Mine written by Masagus Ahmad Azizi and published by . This book was released on 2019 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: The 3-dimensional slope stability analysis has been developing rapidly since the last decade, and currently a number of geomechanical researchers in the world have put forward ideas for optimization of slope design related to the economics and safety of mining operations. The 3-dimensional slope stability analysis methods has answered the assumption of spatial parameters in determining safety factors and the failure probability, thus the volume of failed material and the location of the most critical slopes can be determined. This chapter discusses two methods of 3-dimensional slope stability analysis, namely the limit equilibrium method (LEM) and finite element method (FEM). LEM 3D requires an assumption of failure type with the variable of analysis are the maximum number of columns, the amount of grid points, increment radius, and type of slip surface. On the other hand, FEM 3D requires an assumption of convergence type, absolute force and energy, with the variable of analysis are mesh type and maximum number of iterations. LEM 3D shows that the cuckoo algorithm is reliable in obtaining position and shape of slip surface. Meanwhile FEM 3D, the optimum iteration number needs to be considered to improve analysis efficiency and preserving accuracy.

Two- and Three-dimensional Slope Stability Analyses of Open Pit Mines Under Geomechanical Uncertainty and Rock Mass Properties Variability

Download Two- and Three-dimensional Slope Stability Analyses of Open Pit Mines Under Geomechanical Uncertainty and Rock Mass Properties Variability PDF Online Free

Author : Christian Obregon Mitma
Publisher :
ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (122 download)

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Book Synopsis Two- and Three-dimensional Slope Stability Analyses of Open Pit Mines Under Geomechanical Uncertainty and Rock Mass Properties Variability by : Christian Obregon Mitma

Download or read book Two- and Three-dimensional Slope Stability Analyses of Open Pit Mines Under Geomechanical Uncertainty and Rock Mass Properties Variability written by Christian Obregon Mitma and published by . This book was released on 2020 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: "In open pit mining, a major geotechnical challenge involves the excavation of the steepest possible slope angle to achieve the lowest stripping ratio while ensuring maximum ore recovery. This generally means a good overall profitability since waste rock removal is kept to a minimum. However, steepening pit slopes may induce failures, which may disprove the economic benefits that were initially aimed at and which may also result in loss of life, damage to equipment and environment. As a result, the selection of slope angle is a critical decision that can have far-reaching effects on the economics and operation of the mining project Traditionally, slope stability assessments for pit slopes are carried out by means of a 2D deterministic analysis. However, there are two major drawbacks with this approach. First, a deterministic approach is unable to account for the variability and uncertainty in the rock mass strength properties. Second, a two-dimensional analysis cannot capture the complex open pit geology and varying geometry which is inherently 3D in character.This work deals with the geotechnical slope design of three open pit case studies by means of a probabilistic-based approach in order account for the variability and uncertainty in the properties corresponding to both the intact rock and geological discontinuities. Rock slope stability assessments are carried out at three different scales: bench, inter-ramp and global pit slope by means of analytical and numerical tools. Both kinematic and kinetic analysis for structurally controlled failure mechanisms were carried out at the bench scale by means of classical Limit Equilibrium Analysis (LEA). Also, a novel Discrete Fracture Network (DFN) modelling technique was used for the stochastic representation of discrete rock blocks. Slope stability analysis at the inter-ramp slope was performed through a deterministic approach of major large-scale discontinuities mapped during field geological characterization. The global pit slope stability analysis focused on investigating the uncertainty in intact rock and rock mass Hoek-Brown shear strength envelopes and was conducted using 2D/3D Limit Equilibrium Analysis (LEA) vs Finite Element Analysis (FEA). Finally, deterministic vs probabilistic, LEA vs FEA and 2D vs 3D slope stability analysis tools are compared, and their results are discussed"--

Guidelines for Open Pit Slope Design

Author : John Read
Publisher : CSIRO PUBLISHING
ISBN 13 : 0643101101
Total Pages : 511 pages
Book Rating : 4.6/5 (431 download)

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Book Synopsis Guidelines for Open Pit Slope Design by : John Read

Download or read book Guidelines for Open Pit Slope Design written by John Read and published by CSIRO PUBLISHING. This book was released on 2009-11-09 with total page 511 pages. Available in PDF, EPUB and Kindle. Book excerpt: Guidelines for Open Pit Slope Design is a comprehensive account of the open pit slope design process. Created as an outcome of the Large Open Pit (LOP) project, an international research and technology transfer project on rock slope stability in open pit mines, this book provides an up-to-date compendium of knowledge of the slope design processes that should be followed and the tools that are available to aid slope design practitioners. This book links innovative mining geomechanics research into the strength of closely jointed rock masses with the most recent advances in numerical modelling, creating more effective ways for predicting rock slope stability and reliability in open pit mines. It sets out the key elements of slope design, the required levels of effort and the acceptance criteria that are needed to satisfy best practice with respect to pit slope investigation, design, implementation and performance monitoring. Guidelines for Open Pit Slope Design comprises 14 chapters that directly follow the life of mine sequence from project commencement through to closure. It includes: information on gathering all of the field data that is required to create a 3D model of the geotechnical conditions at a mine site; how data is collated and used to design the walls of the open pit; how the design is implemented; up-to-date procedures for wall control and performance assessment, including limits blasting, scaling, slope support and slope monitoring; and how formal risk management procedures can be applied to each stage of the process. This book will assist in meeting stakeholder requirements for pit slopes that are stable, in regards to safety, ore recovery and financial return, for the required life of the mine.

Rock Slope Stability Investigations In Three Dimensions For A Part Of An Open Pit Mine In USA.

Author : Biao Shu
Publisher :
ISBN 13 :
Total Pages : 258 pages
Book Rating : 4.:/5 (93 download)

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Book Synopsis Rock Slope Stability Investigations In Three Dimensions For A Part Of An Open Pit Mine In USA. by : Biao Shu

Download or read book Rock Slope Stability Investigations In Three Dimensions For A Part Of An Open Pit Mine In USA. written by Biao Shu and published by . This book was released on 2014 with total page 258 pages. Available in PDF, EPUB and Kindle. Book excerpt: Traditional slope stability analysis and design methods, such as limit equilibrium method and continuum numerical methods have limitations in investigating three dimensional large scale rock slope stability problems in open pit mines associated with stress concentrations and deformations arising due to intersection of many complex major discontinuity structures and irregular topographies. Analytical methods are limited to investigating kinematics and limit equilibrium conditions based on rigid body analyses. Continuum numerical methods fail to simulate the detachment of rock blocks and large displacements and rotations. Therefore, there is an urgent need to try some new methods to have a deeper understanding of the open pit mine rock slope stability problems. The intact rock properties and discontinuity properties for both DRC and DP rock formations that exist in the selected open pit mine were determined from tests conducted on rock samples collected from the mine site. Special survey equipment (Professor Kulatilake owns) which has a total station, laser scanner and a camera was used to perform remote fracture mapping in the research area selected at the mine site. From remote fracture mapping data, the fracture orientation, spacing and density were calculated in a much refined way in this dissertation compared to what exist in the literature. Discontinuity orientation distributions obtained through remote fracture mapping agreed very well with the results of manual fracture mapping conducted by the mining company. This is an important achievement in this dissertation compared to what exist in the literature. GSI rock quality system and Hoek-Brown failure criteria were used to estimate the rock mass properties combining the fracture mapping results with laboratory test results of intact rock samples. Fault properties and the DRC-DP contact properties were estimated based on the laboratory discontinuity test results. A geological model was built in a 3DEC model including all the major faults, DRC-DP contact, and two stages of rock excavation. The built major discontinuity system of 44 faults in 3DEC with their real orientations, locations and three dimensional extensions were validated successfully using the fault geometry data provided by the mining company using seven cross sections. This was a major accomplishment in this dissertation because it was done for the first time in the world. Numerical modeling was conducted to study the effect of boundary conditions, fault system and lateral stress ratio on the stability of the considered rock slope. For the considered section of the rock slope, the displacements obtained through stress boundary conditions were seemed more realistic than that obtained through zero velocity boundary conditions (on all four lateral faces). The fault system was found to play an important role with respect to rock slope stability. Stable deformation distributions were obtained for k0 in the range of 0.4 to 0.7. Because the studied rock mass is quite stable, it seems that an appropriate range for k0 for this rock mass is between 0.4 and 0.7. Seven monitoring points were selected from the deformation monitoring conducted at the open pit mine site by the mining company using a robotic total station to compare with numerical predictions. The displacements occurred between July 2011 and July 2012 due to the nearby rock mass excavation that took place during the same period were compared between the field monitoring results and the predicted numerical modeling results; a good agreement was obtained. This is a huge success in this dissertation because such a comparison was done for the first time in the world. In overall, the successful simulation of the rock excavation during a certain time period indicated the possibility of using the procedure developed in this dissertation to investigate rock slope stability with respect to expected future rock excavations in mine planning.

Rock Slope Engineering

Author : Duncan C. Wyllie
Publisher : CRC Press
ISBN 13 : 1498786286
Total Pages : 803 pages
Book Rating : 4.4/5 (987 download)

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Book Synopsis Rock Slope Engineering by : Duncan C. Wyllie

Download or read book Rock Slope Engineering written by Duncan C. Wyllie and published by CRC Press. This book was released on 2017-09-18 with total page 803 pages. Available in PDF, EPUB and Kindle. Book excerpt: Rock Slope Engineering covers the investigation, design, excavation and remediation of man-made rock cuts and natural slopes, primarily for civil engineering applications. It presents design information on structural geology, shear strength of rock and ground water, including weathered rock. Slope design methods are discussed for planar, wedge, circular and toppling failures, including seismic design and numerical analysis. Information is also provided on blasting, slope stabilization, movement monitoring and civil engineering applications. This fifth edition has been extensively up-dated, with new chapters on weathered rock, including shear strength in relation to weathering grades, and seismic design of rock slopes for pseudo-static stability and Newmark displacement. It now includes the use of remote sensing techniques such as LiDAR to monitor slope movement and collect structural geology data. The chapter on numerical analysis has been revised with emphasis on civil applications. The book is written for practitioners working in the fields of transportation, energy and industrial development, and undergraduate and graduate level courses in geological engineering.

Soil Testing, Soil Stability and Ground Improvement

Author : Wissem Frikha
Publisher : Springer
ISBN 13 : 3319619020
Total Pages : 421 pages
Book Rating : 4.3/5 (196 download)

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Book Synopsis Soil Testing, Soil Stability and Ground Improvement by : Wissem Frikha

Download or read book Soil Testing, Soil Stability and Ground Improvement written by Wissem Frikha and published by Springer. This book was released on 2017-07-11 with total page 421 pages. Available in PDF, EPUB and Kindle. Book excerpt: Earthwork projects are critical components in civil construction and often require detailed management techniques and unique solution methods to address failures. Being earth bound, earthwork is influenced by geomaterial properties at the onset of a project. Hence, an understanding of the in-situ soil properties is essential. Slope stability is a common problem facing earthwork construction, such as excavations and shored structures. Analytical methods for slope stability remain critical for researchers due to the mechanical complexity of the system. Striving for better earthwork project managements, the geotechnical engineering community continues to find improved testing techniques for determining sensitive properties of soil and rock, including stress-wave based, non-destructive testing methods. To minimize failure during earthwork construction, past case studies and data may reveal useful lessons and information to improve project management and minimize economic losses. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017.

Slope Engineering

Author : Ali Ismet Kanlı
Publisher : BoD – Books on Demand
ISBN 13 : 1839629231
Total Pages : 208 pages
Book Rating : 4.8/5 (396 download)

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Book Synopsis Slope Engineering by : Ali Ismet Kanlı

Download or read book Slope Engineering written by Ali Ismet Kanlı and published by BoD – Books on Demand. This book was released on 2021-03-17 with total page 208 pages. Available in PDF, EPUB and Kindle. Book excerpt: The field of slope engineering encompasses slope stability analysis and design, movement monitoring, and slope safety management and maintenance. Engineers in this field are concerned with landslides and other gravity-stimulated mass movements. Their job is to frequently evaluate existing and proposed slopes to assess their stability. As such, this book provides information on remote sensing in landslide detection, tunnel face stability, stability analysis and maintenance of cut slopes, design techniques in rock and soil engineering, statistical models for landslide risk mapping, slope stability analysis in open-pit mines, ecological engineering for slope stabilization, and asphalt-stabilized strengthening in open-pit coal mining.

Three-dimensional Slope Stability Analysis Using Finite Elements

Author : Robert M. Marquez
Publisher :
ISBN 13 :
Total Pages : 178 pages
Book Rating : 4.:/5 (556 download)

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Book Synopsis Three-dimensional Slope Stability Analysis Using Finite Elements by : Robert M. Marquez

Download or read book Three-dimensional Slope Stability Analysis Using Finite Elements written by Robert M. Marquez and published by . This book was released on 2004 with total page 178 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Two and Three Dimensional Stability Analyses for Soil and Rock Slopes

Author : An-Jui Li
Publisher :
ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (744 download)

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Book Synopsis Two and Three Dimensional Stability Analyses for Soil and Rock Slopes by : An-Jui Li

Download or read book Two and Three Dimensional Stability Analyses for Soil and Rock Slopes written by An-Jui Li and published by . This book was released on 2009 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Slope stability assessments are classical problems for geotechnical engineers. The predictions of slope stability in soil or rock masses play an important role when designing for dams, roads, tunnels, excavations, open pit mines and other engineering structures. Stability charts continue to be used by engineers as preliminary design tools and by educators for training purposes. However, the majority of the existing chart solutions assume the slope problem is semi-infinite (plane-strain) in length. It is commonly believed that this assumption is conservative for design, but non-conservative when a back-analysis is performed. In order to obtain a more economical design or more precise parameters from a back-analysis, it is therefore important to quantify three dimensional boundary effects on slope stability. A significant aim of this research is to look more closely at the effect of three dimensions when predicting slope stability. In engineering practice, the limit equilibrium method (LEM) is the most popular approach for estimating the slope stability. It is well known that the solution obtained from the limit equilibrium method is not rigorous, because neither static nor kinematic admissibility conditions are satisfied. In addition, assumptions are made regarding inter slice forces for a two dimensional case and inter-column forces for a three dimensional case in order to find a solution. Therefore, a number of more theoretically rigorous numerical methods have been used in this research when studying 2D and 3D slope problems. In this thesis, the results of a comprehensive numerical study into the failure mechanisms of soil and rock slopes are presented. Consideration is given to the wide range of parameters that influence slope stability. The aim of this research is to better understand slope failure mechanisms and to develop rigorous stability solutions that can be used by design engineers. The study is unique in that two distinctly different numerical methods have been used in tandem to determine the ultimate stability of slopes, namely the upper and lower bound theorems of limit analysis and the displacement finite element method. The limit equilibrium method is also employed for comparison purposes. A comparison of the results from each technique provides an opportunity to validate the findings and gives a rigorous evaluation of slope stability.

Three-dimensional slope stability analysis

Author :
Publisher :
ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (79 download)

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Book Synopsis Three-dimensional slope stability analysis by :

Download or read book Three-dimensional slope stability analysis written by and published by . This book was released on 1981 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Proceedings of the 27th International Symposium on Mine Planning and Equipment Selection - MPES 2018

Author : Eleonora Widzyk-Capehart
Publisher : Springer
ISBN 13 : 3319992201
Total Pages : 569 pages
Book Rating : 4.3/5 (199 download)

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Book Synopsis Proceedings of the 27th International Symposium on Mine Planning and Equipment Selection - MPES 2018 by : Eleonora Widzyk-Capehart

Download or read book Proceedings of the 27th International Symposium on Mine Planning and Equipment Selection - MPES 2018 written by Eleonora Widzyk-Capehart and published by Springer. This book was released on 2019-02-21 with total page 569 pages. Available in PDF, EPUB and Kindle. Book excerpt: This proceedings book presents research papers discussing the latest developments and findings in the fields of mining, machinery, automation and environmental protection. It includes contributions from authors from over 20 countries, with backgrounds in computer science, mining engineering, technology and management, and hailing from the government, industry and academia. It is of interest to scientists, engineers, consultants and government staff who are responsible for the development and implementation of innovative approaches, techniques and technologies in the mineral industries. Covering the latest advances in fundamental research, it also appeals to academic researchers.

Guidelines for Evaluating Water in Pit Slope Stability

Author : Geoff Beale
Publisher : CSIRO PUBLISHING
ISBN 13 : 064310836X
Total Pages : 615 pages
Book Rating : 4.6/5 (431 download)

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Book Synopsis Guidelines for Evaluating Water in Pit Slope Stability by : Geoff Beale

Download or read book Guidelines for Evaluating Water in Pit Slope Stability written by Geoff Beale and published by CSIRO PUBLISHING. This book was released on 2013-12-17 with total page 615 pages. Available in PDF, EPUB and Kindle. Book excerpt: Guidelines for Evaluating Water in Pit Slope Stability is a comprehensive account of the hydrogeological procedures that should be followed when performing open pit slope stability design studies. Created as an outcome of the Large Open Pit (LOP) project, an international research and technology transfer project on the stability of rock slopes in open pit mines, this book expands on the hydrogeological model chapter in the LOP project's previous book Guidelines for Open Pit Slope Design (Read & Stacey, 2009; CSIRO PUBLISHING). The book comprises six sections which outline the latest technology and best practice procedures for hydrogeological investigations. The sections cover: the framework used to assess the effect of water in slope stability; how water pressures are measured and tested in the field; how a conceptual hydrogeological model is prepared; how water pressures are modelled numerically; how slope depressurisation systems are implemented; and how the performance of a slope depressurisation program is monitored and reconciled with the design. Guidelines for Evaluating Water in Pit Slope Stability offers slope design practitioners a road map that will help them decide how to investigate and treat water pressures in pit slopes. It provides guidance and essential information for mining and civil engineers, geotechnical engineers, engineering geologists and hydrogeologists involved in the investigation, design and construction of stable rock slopes.

Rock Mechanics

Author : Leopold Müller
Publisher : Springer Science & Business Media
ISBN 13 : 9783211813010
Total Pages : 406 pages
Book Rating : 4.8/5 (13 download)

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Book Synopsis Rock Mechanics by : Leopold Müller

Download or read book Rock Mechanics written by Leopold Müller and published by Springer Science & Business Media. This book was released on 1982-02-01 with total page 406 pages. Available in PDF, EPUB and Kindle. Book excerpt: Much of the research on fracture of rocks or rock-like materials conducted over the past two decades may be considered as "academic studies" of the general phenomenon of fracture. Yet, the understanding of this phenomenon is fundamental if a material is used in any engineering design, whether the aim is to prevent failure of the structure or to promote it. Fracture theories existing are generally empirical and derived from experimental results of laboratory test with simple boundary conditions. Because of the basic weakness of rock intension and because in general the environmental stresses in rock mechanics are compressive most of these theories consider fracture under compressive stress conditions. The Coulomb-Navier-, the Mohr-, the Griffith and the McClintock and Walsh criteria are typical examples and will be considered in the following. In addition the tendency during the past was in making accurate experiments under conditions of homogeneous stresses. To obtain information about the fracture behaviour with unequal principal stresses systems have to be used which involve inhomogeneous stresses. This case is of particular interest, since in practical rock mechanics we may expect conditions of highly inhomogeneous stresses. However, a consideration of such situations involve additional assumptions like the applicability of the theory of elasticity for calculating the stress field, which may be open to question. A distinction has to be made between fracture initiation and fracture propagation, since a detailed observation of the total fracture process in rock was possible by means of "stiff" and "servo-controlled" loading systems.

The Evolution of Geotech - 25 Years of Innovation

Author : Reginald Hammah
Publisher : CRC Press
ISBN 13 : 1000521052
Total Pages : 690 pages
Book Rating : 4.0/5 (5 download)

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Book Synopsis The Evolution of Geotech - 25 Years of Innovation by : Reginald Hammah

Download or read book The Evolution of Geotech - 25 Years of Innovation written by Reginald Hammah and published by CRC Press. This book was released on 2021-11-23 with total page 690 pages. Available in PDF, EPUB and Kindle. Book excerpt: This publication includes 82 technical papers presented at Rocscience International Conference (RIC) 2021, held online on April 20 and 21, 2021. Rocscience created this event to bring geotechnical academics, researchers and practitioners together to exchange ideas as part of celebrating 25 years of the company’s existence. The papers in these proceedings were from keynotes, panel discussions and papers, selected after careful review of over 100 technical submissions delivered at RIC 2021. The technical papers were grouped into sessions based on their subject areas. The conference aimed to stimulate discussions that could help the industry work towards overcoming geotechnical engineering limitations today. It also sought to foster creative thinking that will advance the current states of the art and practice. The keynote addresses, panel discussions and technical presentations tried to examine geotechnical problems and situations from fresh perspectives. RIC 2021 hopes that the proceedings will continue to enrich our thinking and contribute to achieving a critical mass of change in our practices and approaches. We look forward to significant improvements in our industry.

Guidelines for Open Pit Slope Design in Weak Rocks

Author : Derek Martin
Publisher : CSIRO PUBLISHING
ISBN 13 : 148630348X
Total Pages : 415 pages
Book Rating : 4.4/5 (863 download)

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Book Synopsis Guidelines for Open Pit Slope Design in Weak Rocks by : Derek Martin

Download or read book Guidelines for Open Pit Slope Design in Weak Rocks written by Derek Martin and published by CSIRO PUBLISHING. This book was released on 2018-01-10 with total page 415 pages. Available in PDF, EPUB and Kindle. Book excerpt: Weak rocks encountered in open pit mines cover a wide variety of materials, with properties ranging between soil and rock. As such, they can provide a significant challenge for the slope designer. For these materials, the mass strength can be the primary control in the design of the pit slopes, although structures can also play an important role. Because of the typically weak nature of the materials, groundwater and surface water can also have a controlling influence on stability. Guidelines for Open Pit Slope Design in Weak Rocks is a companion to Guidelines for Open Pit Slope Design, which was published in 2009 and dealt primarily with strong rocks. Both books were commissioned under the Large Open Pit (LOP) project, which is sponsored by major mining companies. These books provide summaries of the current state of practice for the design, implementation and assessment of slopes in open pits, with a view to meeting the requirements of safety, as well as the recovery of anticipated ore reserves. This book, which follows the general cycle of the slope design process for open pits, contains 12 chapters. These chapters were compiled and written by industry experts and contain a large number of case histories. The initial chapters address field data collection, the critical aspects of determining the strength of weak rocks, the role of groundwater in weak rock slope stability and slope design considerations, which can differ somewhat from those applied to strong rock. The subsequent chapters address the principal weak rock types that are encountered in open pit mines, including cemented colluvial sediments, weak sedimentary mudstone rocks, soft coals and chalk, weak limestone, saprolite, soft iron ores and other leached rocks, and hydrothermally altered rocks. A final chapter deals with design implementation aspects, including mine planning, monitoring, surface water control and closure of weak rock slopes. As with the other books in this series, Guidelines for Open Pit Slope Design in Weak Rocks provides guidance to practitioners involved in the design and implementation of open pit slopes, particularly geotechnical engineers, mining engineers, geologists and other personnel working at operating mines.

Slope Stability 2007

Author : Yves Potvin
Publisher :
ISBN 13 :
Total Pages : 570 pages
Book Rating : 4.0/5 ( download)

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Book Synopsis Slope Stability 2007 by : Yves Potvin

Download or read book Slope Stability 2007 written by Yves Potvin and published by . This book was released on 2007 with total page 570 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Slope Stability and Stabilization Methods

Author : Lee W. Abramson
Publisher : John Wiley & Sons
ISBN 13 : 9780471384939
Total Pages : 738 pages
Book Rating : 4.3/5 (849 download)

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Book Synopsis Slope Stability and Stabilization Methods by : Lee W. Abramson

Download or read book Slope Stability and Stabilization Methods written by Lee W. Abramson and published by John Wiley & Sons. This book was released on 2001-11-01 with total page 738 pages. Available in PDF, EPUB and Kindle. Book excerpt: A major revision of the comprehensive text/reference Written by world-leading geotechnical engineers who share almost 100 years of combined experience, Slope Stability and Stabilization, Second Edition assembles the background information, theory, analytical methods, design and construction approaches, and practical examples necessary to carry out a complete slope stability project. Retaining the best features of the previous edition, this new book has been completely updated to address the latest trends and methodology in the field. Features include: All-new chapters on shallow failures and stability of landfill slopes New material on probabilistic stability analysis, cost analysis of stabilization alternatives, and state-of-the-art techniques in time-domain reflectometry to help engineers plan and model new designs Tested and FHA-approved procedures for the geotechnical stage of highway, tunnel, and bridge projects Sound guidance for geotechnical stage design and planning for virtually all types of construction projects Slope Stability and Stabilization, Second Edition is filled with current and comprehensive information, making it one of the best resources available on the subject-and an essential reference for today's and tomorrow's professionals in geology, geotechnical engineering, soil science, and landscape architecture.