Slope Stability Reference Guide for National Forests in the United States
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE)
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. Geotechnical Aspects of Underground Construction in Soft Ground, Kastner; Emeriault, Dias, Guilloux (eds) © 2002 Spécinque, Lyon. ISBN 2-9510416-3-2 The effect of seepage forces at the tunnel face of shallow tunnels In-Mo Lee Korea University, Seoul, Korea Seok-Woo Nam Korea University, Seoul, Korea Lakshmi N. Reddi Kansas State University, Manhattan, KS, U.S.A / ABSTRACT: In this paper, seepage forces arising from the groundwater flow into a tunnel were studied. First, the quantitative study of seepage forces at the tunnel face wa_s performed. The steady-state groundwater flow equation was solved and the seepage forces acting on the tunnel face were calculated using the upper bound solution in limit analysis. Second, the effect of tunnel advance rate on the seepage forces was studied. In this part, a finite element program to analyze the groundwater flow around a tumiel with the consideration of tun nel advance rate was developed. 'Using the program, the effect of the tunnel advance rate on the seepage forces_ was-studied. A rational design methodology for the assessment of support pressures required for main taining the stability of the tumiel face was suggested for underwater tunnels. -
International Society for Soil Mechanics and Geotechnical Engineering
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. CASE STUDY AND FORENSIC INVESTIGATION OF LANDSLIDE AT MARDOL IN GOA Leonardo Souza,1 Aviraj Naik,1 Praveen Mhaddolkar,1 and Nisha Naik2 1PG student – ME Foundation Engineering, Goa College of Engineering, Farmagudi Goa; [email protected] 2Associate Professor – Civil Engineering Department, Goa College of Engineering, Farmagudi Goa; [email protected] Keywords: Forensic Investigations, Landslides, Slope Failure Abstract: Goa, like the rest of India is undergoing an infrastructure boom. Many infrastructure works are carried out on hill sides in Goa. As a result there is a lot of hill cutting activity going on in Goa. This has caused major landslides in many parts of Goa leading to damage and loss of property and the environment. Forensic analysis of a failure can significantly reduce chances of future slides. The primary purpose of post failure slope and stability analysis is to contribute to the safe and economic planning for disaster aversion. Western Ghats (also known as Sahyadri) is a mountain range that runs along the west coast of India. Most of Goa's soil cover is made up of laterites rich in ferric-aluminium oxides and reddish in colour. Although such laterite composition exhibit good shear strength properties, hills composing of soil possessing low shear strength are also found at some parts of the state. -
A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used As a Training Tool
A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used as a Training Tool Item Type Report Authors Darrow, Margaret M.; Huang, Scott L.; Obermiller, Kyle Publisher Alaska University Transportation Center Download date 26/09/2021 04:55:55 Link to Item http://hdl.handle.net/11122/7546 A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used as a Training Tool Final Report December 2011 Prepared by PI: Margaret M. Darrow, Ph.D. Co-PI: Scott L. Huang, Ph.D. Co-author: Kyle Obermiller Institute of Northern Engineering for Alaska University Transportation Center REPORT CONTENTS TABLE OF CONTENTS 1.0 INTRODUCTION ................................................................................................................ 1 2.0 REVIEW OF UNSTABLE SOIL SLOPES IN PERMAFROST AREAS ............................... 1 3.0 THE NELCHINA SLIDE ..................................................................................................... 2 4.0 THE RICH113 SLIDE ......................................................................................................... 5 5.0 THE CHITINA DUMP SLIDE .............................................................................................. 6 6.0 SUMMARY ......................................................................................................................... 9 7.0 REFERENCES ................................................................................................................. 10 i A STUDY OF UNSTABLE SLOPES IN PERMAFROST AREAS 1.0 INTRODUCTION -
Transient Simulation of Water Table Aquifers Using a Pressure Dependent Storage Law A. Dassargues Laboratoires De Geologic De I
Transactions on Modelling and Simulation vol 6, © 1993 WIT Press, www.witpress.com, ISSN 1743-355X Transient simulation of water table aquifers using a pressure dependent storage law A. Dassargues Laboratoires de Geologic de I'lngenieur, d'Hydrogeologie, et de Prospection Geophysique Liege, Belgium ABSTRACT In groundwater problems involving unconfined aquifers, the shape and the location of the water table surface have to be determined as a part of the solution of the flow problem. The transient changes affecting the position of this free surface alter the geometry of the flow system so that the relationship between changes at boundaries and changes in piezometric heads and flows must be non linear. Methods have been developed recently using fixed mesh grids and non linear codes. They are based generally on non linear variation laws of the hydraulic conductivity of the porous medium in function of the pore pressure. Other methods based on the variation of the storage are exposed. When coupled with the hydraulic conductivity variation law, they lead to solving the generalised well- known Richards equation described and used by many authors to simulate the unsaturated flow Considering here only the saturated flow, different relations based on arctangent and polynomial functions, linking the storage of the porous medium to the water pressure are proposed in order to reach a very good accuracy in the determination of the water table surface which is the moving boundary of the saturated domain. DEFINITION AND CONDITIONS CHARACTERIZING A WATER TABLE SURFACE The water table surface of an unconfined (or water table) aquifer is defined as the locus where the macroscopic pore pressure is equal to the atmospheric pressure. -
Bray 2011 Pseudostatic Slope Stability Procedure Paper
Paper No. Theme Lecture 1 PSEUDOSTATIC SLOPE STABILITY PROCEDURE Jonathan D. BRAY 1 and Thaleia TRAVASAROU2 ABSTRACT Pseudostatic slope stability procedures can be employed in a straightforward manner, and thus, their use in engineering practice is appealing. The magnitude of the seismic coefficient that is applied to the potential sliding mass to represent the destabilizing effect of the earthquake shaking is a critical component of the procedure. It is often selected based on precedence, regulatory design guidance, and engineering judgment. However, the selection of the design value of the seismic coefficient employed in pseudostatic slope stability analysis should be based on the seismic hazard and the amount of seismic displacement that constitutes satisfactory performance for the project. The seismic coefficient should have a rational basis that depends on the seismic hazard and the allowable amount of calculated seismically induced permanent displacement. The recommended pseudostatic slope stability procedure requires that the engineer develops the project-specific allowable level of seismic displacement. The site- dependent seismic demand is characterized by the 5% damped elastic design spectral acceleration at the degraded period of the potential sliding mass as well as other key parameters. The level of uncertainty in the estimates of the seismic demand and displacement can be handled through the use of different percentile estimates of these values. Thus, the engineer can properly incorporate the amount of seismic displacement judged to be allowable and the seismic hazard at the site in the selection of the seismic coefficient. Keywords: Dam; Earthquake; Permanent Displacements; Reliability; Seismic Slope Stability INTRODUCTION Pseudostatic slope stability procedures are often used in engineering practice to evaluate the seismic performance of earth structures and natural slopes. -
UNIFORM STANDARD SPECIFICATIONS for PUBLIC WORKS CONSTRUCTION
UNIFORM STANDARD SPECIFICATIONS for PUBLIC WORKS CONSTRUCTION SPONSORED and DISTRIBUTED by the 1998 ARIZONA (Includes revisions through 2010) FOREWORD Publication of these Uniform Standard Specifications and Details for Public Works Construction fulfills the goal of a group of agencies who joined forces in 1966 to produce such a set of documents. Subsequently, in the interest of promoting county-wide acceptance and use of these standards and details, the Maricopa Association of Governments accepted their sponsorship and the responsibility of keeping them current and viable. These specifications and details, representing the best professional thinking of representatives of several Public Works Departments, reviewed and refined by members of the construction industry, were written to fulfill the need for uniform rules governing public works construction performed for Maricopa County and the various cities and public agencies in the county. It further fulfills the need for adequate standards by the smaller communities and agencies who could not afford to promulgate such standards for themselves. A uniform set of specifications and details, updated and embracing the most modern materials and construction techniques will redound to the benefit of the public and the private contracting industry. Uniform specifications and details will eliminate conflicts and confusion, lower construction costs, and encourage more competitive bidding by private contractors. The Uniform Standard Specifications and Details for Public Works Construction will be revised periodically and reprinted to reflect advanced thinking and the changing technology of the construction industry. To this end a Specifications and Details Committee has been established as a permanent organization to continually study and recommend changes to the Specifications and Details. -
A New Method for Large-Scale Landslide Classification from Satellite Radar
Article A New Method for Large-Scale Landslide Classification from Satellite Radar Katy Burrows 1,*, Richard J. Walters 1, David Milledge 2, Karsten Spaans 3 and Alexander L. Densmore 4 1 The Centre for Observation and Modelling of Earthquakes, Volcanoes and Tectonics, Department of Earth Sciences, Durham University, DH1 3LE, UK; [email protected] 2 School of Engineering, Newcastle University, NE1 7RU, UK; [email protected] 3 The Centre for Observation and Modelling of Earthquakes, Volcanoes and Tectonics, Satsense, LS2 9DF, UK; [email protected] 4 Department of Geography, Durham University, DH1 3LE, UK; [email protected] * Correspondence: [email protected]; Tel.: +44‐0191‐3342300 Received: 10 January 2019; Accepted: 17 January 2019; Published: 23 January 2019 Abstract: Following a large continental earthquake, information on the spatial distribution of triggered landslides is required as quickly as possible for use in emergency response coordination. Synthetic Aperture Radar (SAR) methods have the potential to overcome variability in weather conditions, which often causes delays of days or weeks when mapping landslides using optical satellite imagery. Here we test landslide classifiers based on SAR coherence, which is estimated from the similarity in phase change in time between small ensembles of pixels. We test two existing SAR‐coherence‐based landslide classifiers against an independent inventory of landslides triggered following the Mw 7.8 Gorkha, Nepal earthquake, and present and test a new method, which uses a classifier based on coherence calculated from ensembles of neighbouring pixels and coherence calculated from a more dispersed ensemble of ‘sibling’ pixels. -
TECHNIQUES for ESTIMATING SPECIFIC YIELD and SPECIFIC RETENTION from GRAIN-SIZE DATA and GEOPHYSICAL LOGS from CLASTIC BEDROCK AQUIFERS by S.G
TECHNIQUES FOR ESTIMATING SPECIFIC YIELD AND SPECIFIC RETENTION FROM GRAIN-SIZE DATA AND GEOPHYSICAL LOGS FROM CLASTIC BEDROCK AQUIFERS by S.G. Robson U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 93-4198 Prepared in cooperation with the COLORADO DEPARTMENT OF NATURAL RESOURCES, DIVISION OF WATER RESOURCES, OFFICE OF THE STATE ENGINEER and the CASTLE PINES METROPOLITAN DISTRICT Denver, Colorado 1993 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Robert M. Hirsch, Acting Director The use of trade, product, industry, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. For additional information write to: Copies of this report can be purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Earth Science Information Center Box 25046, MS 415 Open-File Reports Section Denver Federal Center Box 25286, MS 517 Denver, CO 80225 Denver Federal Center Denver, CO 80225 CONTENTS Abstract ................................................................................................................................................................................ 1 Introduction .......................................................................................................................................................................... 1 Purpose and scope ...................................................................................................................................................... 2 Background ............................................................................................................................................................... -
Transmissivity, Hydraulic Conductivity, and Storativity of the Carrizo-Wilcox Aquifer in Texas
Technical Report Transmissivity, Hydraulic Conductivity, and Storativity of the Carrizo-Wilcox Aquifer in Texas by Robert E. Mace Rebecca C. Smyth Liying Xu Jinhuo Liang Robert E. Mace Principal Investigator prepared for Texas Water Development Board under TWDB Contract No. 99-483-279, Part 1 Bureau of Economic Geology Scott W. Tinker, Director The University of Texas at Austin Austin, Texas 78713-8924 March 2000 Contents Abstract ................................................................................................................................. 1 Introduction ...................................................................................................................... 2 Study Area ......................................................................................................................... 5 HYDROGEOLOGY....................................................................................................................... 5 Methods .............................................................................................................................. 13 LITERATURE REVIEW ................................................................................................... 14 DATA COMPILATION ...................................................................................................... 14 EVALUATION OF HYDRAULIC PROPERTIES FROM THE TEST DATA ................. 19 Estimating Transmissivity from Specific Capacity Data.......................................... 19 STATISTICAL DESCRIPTION ........................................................................................ -
Liquefaction, Landslide and Slope Stability Analyses of Soils: a Case Study Of
Nat. Hazards Earth Syst. Sci. Discuss., doi:10.5194/nhess-2016-297, 2016 Manuscript under review for journal Nat. Hazards Earth Syst. Sci. Published: 26 October 2016 c Author(s) 2016. CC-BY 3.0 License. 1 Liquefaction, landslide and slope stability analyses of soils: A case study of 2 soils from part of Kwara, Kogi and Anambra states of Nigeria 3 Olusegun O. Ige1, Tolulope A. Oyeleke 1, Christopher Baiyegunhi2, Temitope L. Oloniniyi2 4 and Luzuko Sigabi2 5 1Department of Geology and Mineral Sciences, University of Ilorin, Private Mail Bag 1515, 6 Ilorin, Kwara State, Nigeria 7 2Department of Geology, Faculty of Science and Agriculture, University of Fort Hare, Private 8 Bag X1314, Alice, 5700, Eastern Cape Province, South Africa 9 Corresponding Email Address: [email protected] 10 11 ABSTRACT 12 Landslide is one of the most ravaging natural disaster in the world and recent occurrences in 13 Nigeria require urgent need for landslide risk assessment. A total of nine samples representing 14 three major landslide prone areas in Nigeria were studied, with a view of determining their 15 liquefaction and sliding potential. Geotechnical analysis was used to investigate the 16 liquefaction potential, while the slope conditions were deduced using SLOPE/W. The results 17 of geotechnical analysis revealed that the soils contain 6-34 % clay and 72-90 % sand. Based 18 on the unified soil classification system, the soil samples were classified as well graded with 19 group symbols of SW, SM and CL. The plot of plasticity index against liquid limit shows that 20 the soil samples from Anambra and Kogi are potentially liquefiable. -
Geotechnical and Pavement Engineering Report Thorp Prairie Road Evaluation and Design Kittitas County, Washington
GEOTECHNICAL AND PAVEMENT GEOTECHNICAL REPORT ElliottENGINEERING Bridge No. 3166 REPORTReplacement Thorp PrairieHWA JobRoad No. Evaluation 1996-143-21 and Design Kittitas County, Washington HWA ProjectPrepared No. for2012-105-21 ABKJ, INC. Prepared for PacifiCleanApril Environmental 4, 2003 LLC February 1, 2013 TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY ..............................................................................................1 2.0 INTRODUCTION..........................................................................................................1 2.1 GENERAL.......................................................................................................1 2.2 PROJECT UNDERSTANDING............................................................................1 3.0 FIELD AND LABORATORY TESTING............................................................................2 3.1 FALLING WEIGHT DEFLECTOMETER TESTING ...............................................2 3.2 PAVEMENT CORE HOLES ...............................................................................3 3.3 LABORATORY TESTING .................................................................................3 4.0 SITE CONDITIONS ......................................................................................................4 4.1 SITE DESCRIPTION.........................................................................................4 4.2 GENERAL GEOLOGY ......................................................................................4 4.3 PAVEMENT STRUCTURAL -
Case Study on Slope Stability Changes Caused by Earthquakes—Focusing on Gyeongju 5.8 ML EQ
sustainability Article Case Study on Slope Stability Changes Caused by Earthquakes—Focusing on Gyeongju 5.8 ML EQ Sangki Park , Wooseok Kim *, Jonghyun Lee and Yong Baek Korea Institute of Civil Engineering and Building Technology, 283, Goyang-daero, Ilsanseo-gu, Goyang-si 10223, Gyeonggi-do, Korea; [email protected] (S.P.); [email protected] (J.L.); [email protected] (Y.B.) * Correspondence: [email protected]; Tel.: +82-31-910-0519 Received: 16 July 2018; Accepted: 16 September 2018; Published: 27 September 2018 Abstract: Slope failure is a natural hazard occurring around the world and can lead to severe damage of properties and loss of lives. Even in stabilized slopes, changes in external loads, such as those from earthquakes, may cause slope failure and collapse, generating social impacts and, eventually causing loss of lives. In this research, the slope stability changes caused by the Gyeongju earthquake, which occurred on 12 September 2016, are numerically analyzed in a slope located in the Gyeongju area, South Korea. Slope property data, collected through an on-site survey, was used in the analysis. Additionally, slope stability changes with and without the earthquake were analyzed and compared. The analysis was performed within a peak ground acceleration (PGA) range of 0.0 (g)–2.0 (g) to identify the correlation between the slope safety factor and peak ground acceleration. The correlation between the slope safety factor and peak ground acceleration could be used as a reference for performing on-site slope stability evaluations. It also provides a reference for design and earthquake stability improvements in the slopes of road and tunnel construction projects, thus supporting the attainment of slope stability in South Korea.