GMS 10.1 Tutorial UTEXAS – Embankment on Soft Clay Introduction to the UTEXAS Interface in GMS for a Simple Embankment Analysis
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Evaluation of Nontraditional Soil and Aggregate Stabilizers the University of Texas at Austin Authors: Alan F
CENTER FOR TRANSPORTATION RESEARCH THE UNIVERSITY OF TEXAS AT AUSTIN Project Summary Report 7-1993-S Center for Transportation Research Project 7-1993: Evaluation of Nontraditional Soil and Aggregate Stabilizers The University of Texas at Austin Authors: Alan F. Rauch, Lynn E. Katz, and Howard M. Liljestrand May 2003 EVALUATION OF NONTRADITIONAL SOIL AND AGGREGATE STABILIZERS: A SUMMARY and at ten times the recommended tography (GPC), UV/Vis spectroscopy, Introduction application rates. These tests failed to and nuclear magnetic resonance (NMR) Proprietary chemical products are show significant, consistent changes spectroscopy. In some cases, we syn- marketed by a number of companies for in the engineering properties of the thesized the stabilizer components in stabilizing pavement base and subgrade test soils following treatment with the the laboratory or purchased them from soils. Usually supplied as concentrated three selected products at the applica- other chemical supply companies to liquids, these products are diluted in tion rates used. verify our conclusions. water on the project site and sprayed The three stabilizer products were on the soil to be treated prior to mix- What We Did... then reacted with three reference clays ing and compaction. If effective, these We began by selecting three and five native Texas clay soils. We products might be used as alternatives commercially available, liquid soil tested samples of the well-character- for treating sulfate-rich soils, which are stabilizer products for evaluation. ized, reference clays (kaolinite, illite, susceptible to excessive heaving when Although no effort was made to as- and montmorillonite) to increase the treated with traditional, calcium-based semble and classify a comprehensive likelihood of observing subtle physi- stabilizers such as lime, cement, and fly list of available products and suppliers, cal-chemical changes. -
Isotropic Work Softening Model for Frictional
Yang, K.-H., Nogueira, C., and Zornberg, J.G. (2008). “Isotropic Work Softening Model for Frictional Geomaterials: Development Based on Lade and Kim soil Constitutive Model.” Proceedings of the XXIX Iberian Latin American Congress on Computational Methods in Engineering, CILAMCE 2008, Maceio, Brazil, November 4-7, pp. 1-17 (CD-ROM). ISOTROPIC WORK SOFTENING MODEL FOR FRICTIONAL GEOMATERIALS: DEVELOPMENT BASED ON LADE AND KIM CONSTITUTIVE SOIL MODEL Kuo-Hsin Yang [email protected] Dept. of Civil Engineering, The University of Texas at Austin, Texas, Austin, USA Christianne de Lyra Nogueira [email protected] Dept. of Mine Engineering, Universidade Federal de Ouro Preto, MG, Brazil Jorge G. Zornberg [email protected] Dept. of Civil Engineering, The University of Texas at Austin, Texas, Austin, USA Abstract: An isotropic softening model for predicting the post-peak behavior of frictional geomaterials is presented. The proposed softening model is a function of plastic work which can include all possible stress-strain combinations. The development of softening model is based on the Lade and Kim constitutive soil model but improves previous work by characterizing the size of decaying yield surface more realistically by assuming an inverse sigmoid function. Compared to original softening model using the exponential decay function, the benefits of using the inverse sigmoid function are highlighted as: (1) provide a smoother transition from hardening to softening occurring at the peak strength point, and (2) limit the decrease of yield surface at a residual yield surface, which is a minimum size of yield surface during softening. The proposed softening model requires three parameters; each parameter has it own physical meaning and can be easily calibrated by a triaxial compression test. -
Characteristics of Composts : Moisture Holding and Water Quality
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA/TX-04/0-4403-2 4. Title and Subtitle 5. Report Date AUGUST 2003 CHARACTERISTICS OF COMPOSTS: MOISTURE HOLDING 6. Performing Organization Code AND WATER QUALITY IMPROVEMENT 7. Author(s) 8. Performing Organization Report No. Christine J. Kirchhoff, Dr. Joseph F. Malina, Jr., P.E., DEE, and Dr. 0-4403-2 Michael Barrett, P.E. 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Transportation Research 11. Contract or Grant No. The University of Texas at Austin 0-4403 3208 Red River, Suite 200 Austin, TX 78705-2650 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Research Report Research and Technology Implementation Office 9/1/2001-8/31-2003 P.O. Box 5080 14. Sponsoring Agency Code Austin, TX 78763-5080 15. Supplementary Notes Project conducted in cooperation with the U.S. Department of Transportation, Federal Highway Administration, and the Texas Department of Transportation. 16. Abstract The objective of this study was investigation of the potential beneficial use of compost manufactured topsoil in highway rights-of-way in Texas. The water holding capacity and the physical, chemical and microbiological characteristics of composted manures (dairy cattle, poultry litter, and feedlot), composted biosolids and sandy and clay soil; compost manufacture topsoil (CMT) that contained composted manures or composted biosolids mixed with either sandy soil or clay soil; as well as erosion control compost (ECC) that contained compost and wood chips were evaluated. -
Geoysynthetic Reinforced Embankment Slopes Akshay Kumar Jha and Madhav Madhira
Chapter Geoysynthetic Reinforced Embankment Slopes Akshay Kumar Jha and Madhav Madhira Abstract Slope failures lead to loss of life and damage to property. Slope instability of natural slope depends on natural and manmade factors such as excessive rainfall, earthquakes, deforestation, unplanned construction activity, etc. Manmade slopes are formed for embankments and cuttings. Steepening of slopes for construc- tion of rail/road embankments or for widening of existing roads is a necessity for development. Use of geosynthetics for steep slope construction considering design and environmental aspects could be a viable alternative to these issues. Methods developed for unreinforced slopes have been extended to analyze geosynthetic reinforced slopes accounting for the presence of reinforcement. Designing geosyn- thetic reinforced slope with minimum length of geosynthetics leads to economy. This chapter presents review of literature and design methodologies available for reinforced slopes with granular and marginal backfills. Optimization of reinforce- ment length from face end of the slope and slope - reinforcement interactions are also presented. Keywords: slopes, geosynthetics, reinforcement, optimization of length, marginal soils, steepening 1. Introduction Landslides in slopes and failures of embankment and cut slopes lead to loss of life and property. Several factors, natural and manmade, such as heavy rainfall, unplanned construction, deforestation, restricting waterways of rivers and their tributaries are major causes for instability of slopes. Factors controlling stability of natural slopes are type of soil, environmental conditions, groundwater, stress history, rainfall, cloud burst, earthquakes, etc. Landslide mortality rate exceeds one per 100 km2 per year in developing countries like India, China, Nepal, Peru, Venezuela, Philippines and Tajikistan [1, 2]. -
Hydrologic Processes Modeling Workshop Tucson, Arizona November 8-9, 2000
Hydrologic Processes Modeling Workshop Tucson, Arizona November 8-9, 2000 ACKNOWLEDGEMENTS This Workshop on Hydrologic Process Modeling and the report you are reading would not have been possible without the efforts of many individuals. These people gave of themselves because they care about hydrologic modeling, their profession, and because they want to see technology used for better resource decision making. The concept to pursue this workshop would not have been possible without the support from the Subcommittee on Hydrology (SOH). The SOH in their foresight established the Task Committee on Hydrologic Modeling and allowed those members the freedom to organize and convene this workshop. Appreciation is extended to all members on the Task Committee on Hydrologic Modeling, which includes: Mimi Dannel; Russ Kinnerson, Arlen Feldman; Marshall Flug; Donald Frevert, Chair; Doug Glysson; George Leavesley; Steve Markstrom; Jayantha Obeysekera; Mike Smith; Ming Tseng; Don Woodward; and Ray Whittemore. In addition, the University of Arizona provided our host facility, arranged the logistical details for the workshop, and provided a great environment for this workshop. Special appreciation is extended to Paul Baltes for making the on site arrangements for the workshop and to Pam Lawler, for assisting Paul with the on-site arrangements and also handling the registration for this workshop. Soroosh Sorooshian, who initially agreed to get the UA involved as host facility, and Hoshin Gupta, both of SAHRA as well as Jim Washburne, Assistant Director for Education at the UA are owed our thanks for arranging and coordinating UA’s faculty, staff and student support of this workshop. Special thanks are extended to Terri Sue Hogue for scheduling and overseeing the students from the University of Arizona that served as note takers, recorders, and prepared the written Discussions for the four Panels and of the Breakout sessions. -
FHWA/TX-07/0-5202-1 Accession No
Technical Report Documentation Page 1. Report No. 2. Government 3. Recipient’s Catalog No. FHWA/TX-07/0-5202-1 Accession No. 4. Title and Subtitle 5. Report Date Determination of Field Suction Values, Hydraulic Properties, August 2005; Revised March 2007 and Shear Strength in High PI Clays 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Jorge G. Zornberg, Jeffrey Kuhn, and Stephen Wright 0-5202-1 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Transportation Research 11. Contract or Grant No. The University of Texas at Austin 0-5202 3208 Red River, Suite 200 Austin, TX 78705-2650 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report Research and Technology Implementation Office September 2004–August 2006 P.O. Box 5080 14. Sponsoring Agency Code Austin, TX 78763-5080 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. Project Title: Determination of Field Suction Values in High PI Clays for Various Surface Conditions and Drain Installations 16. Abstract Moisture infiltration into highway embankments constructed by the Texas Department of Transportation (TxDOT) using high Plasticity Index (PI) clays results in changes in shear strength and in flow pattern that leads to recurrent slope failures. In addition, soil cracking over time increases the rate of moisture infiltration. The overall objective of this research is to determine the suction, hydraulic properties, and shear strength of high PI Texas clays. Specifically, two comprehensive experimental programs involving the characterization of unsaturated properties and the shear strength of a high PI clay (Eagle Ford clay) were conducted. -
An Analysis of the Mechanisms and Efficacy of Three Liquid Chemical Soil Stabilizers
Technical Report Documentation Page 1. Report No. 1993-1 2. Government 3. Recipient’s Catalog No. FHWA/TX-03/1993-1 (Volume 1) Accession No. 4. Title and Subtitle 5. Report Date AN ANALYSIS OF THE MECHANISMS AND EFFICACY May 2003 OF THREE LIQUID CHEMICAL SOIL STABILIZERS: VOLUME 1 7. Author(s) 6. Performing Organization Code Alan F. Rauch, Lynn E. Katz, and Howard M. Liljestrand 8. Performing Organization Report No. 1993-1 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Transportation Research The University of Texas at Austin 11. Contract or Grant No. 3208 Red River, Suite 200 Research Project 7-1993 Austin, TX 78705-2650 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Research Report Research and Technology Implementation Office 14. Sponsoring Agency Code P.O. Box 5080 Austin, TX 78763-5080 15. Supplementary Notes Project conducted in cooperation with the Texas Department of Transportation and the U.S. Department of Transportation, Federal Highway Administration. 16. Abstract Liquid chemical products are marketed by a number of companies for stabilizing pavement base and subgrade soils. If effective, these products could be used as alternatives for treating sulfate-rich soils, which are susceptible to excessive heaving when treated with traditional, calcium-based stabilizers like lime, cement, and fly ash. However, the chemical composition, stabilizing mechanisms, and performance of these liquid products are not well understood. The primary objective of this study was to investigate and identify the mechanisms by which clay soils are modified or altered by these liquid chemical agents. -
Slope Stability Charts
The University of Texas Department of Civil Engineering Professor Stephen G. Wright SLOPE STABILITY - CHARTS OR STABILITY NUMBERS Bell, James M. (1966) "Dimensionless Parameters for Homogeneous Earth Slopes," Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, No. SM5, September, pp. 51-65. Bell, James M. (1968) Closure to "Dimensional Parameters for Homogeneous Earth Slopes," Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 94, No. SM3, May, pp. 763-766. Bishop, A.W. and Morgenstern, Norbert (1960) "Stability Coefficients for Earth Slopes," Geotechnique, Institution of Civil Engineers, London, Vol. 10, No. 4, December, pp. 129-150. Cousins, Brian F. (1978) "Stability Charts for Simple Earth Slopes," Journal of the Geotechnical Engineering Division, ASCE, Vol. 104, No. GT2, February, pp. 267-279. Desai, Chandrakant S. (1977) "Drawdown Analysis of Slopes by Numerical Method," Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. GT7, July, pp. 667-676. Duncan, J.M. and Buchignani, A.L. (1975) An Engineering Manual for Slope Stability Studies, Department of Civil Engineering, University of California, Berkeley, March, 83 p. Ellis, Harold B. (1973) "Use of Cycloidal Arcs for Estimating Ditch Safety," Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 99, No. SM2, February, pp. 165-179. Giger, Max W. and Krizek, Raymond J. (1976) "Stability of Vertical Corner Cut with Concentrated Surcharge Load," Journal of the Geotechnical Engineering Division, ASCE, Vol. 92, No. GT1, January, pp. 31-40. Huang, Yang H. (1977) "Stability Coefficients for Sidehill Benches," Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. GT5, May, pp. -
Assessment of Groundwater Modeling Approaches for Brackish Aquifers
Assessment of Groundwater Modeling Approaches for Brackish Aquifers Final Report Prepared by Neil E. Deeds, Ph.D., P.E. Toya L. Jones, P.G. Prepared for: Texas Water Development Board P.O. Box 13231, Capitol Station Austin, Texas 78711-3231 November 2011 Texas Water Development Board Assessment of Groundwater Modeling Approaches for Brackish Aquifers Final Report by Neil E. Deeds, Ph.D., P.E. Toya L. Jones, P.G. INTERA Incorporated November 2011 iii This page is intentionally blank. iv Table of Contents Executive Summary ........................................................................................................................ 1 1.0 Introduction ......................................................................................................................... 2 2.0 Literature Review................................................................................................................ 3 2.1 Importance of Variable Density on Flow and Transport ........................................... 3 2.1.1 Introduction to Mixed Convection Systems .................................................. 3 2.1.2 Describing the Degree of Mixed Convection ................................................ 4 2.1.3 Examples of Mixed Convection Systems ...................................................... 5 2.2 Codes that Simulate Variable Density Flow and Transport ....................................... 6 2.3 Brackish Water Hydrogeology ................................................................................ 19 2.4 Brackish Water -
Supported Operating Environment
Supported Operating Environment System Level Guides Current 9/28/2021 Table of Contents Supported Operating Environment Reference 5 Product List 8 Billing Data Server 10 Composer 12 CSTA Connector for BroadSoft BroadWorks 18 CX Contact 22 Decisions 26 eServices 29 Framework 49 Genesys Administrator Extension 72 Genesys Agent Scripting 80 Genesys Intelligent Automation (formerly GAAP) 84 Genesys Co-browse 88 Genesys Customer Experience Insights 92 Genesys Desktop 98 Genesys Info Mart 103 Genesys Interaction Recording 109 Genesys Interactive Insights 119 Genesys IVR SDK 127 Genesys Knowledge Center 131 Genesys Media Server 136 Genesys Mobile Services 146 Genesys Predictive Routing 151 Genesys Pulse 154 Genesys Quality Management (Zoom) 161 Genesys Rules System 164 Genesys Skills Management 171 Genesys Softphone 177 Genesys Video Gateway 182 Genesys Voice Platform 186 Genesys Voice Platform Studio 194 Genesys Voice Platform Voice Application Reporter 196 Genesys Web Engagement 199 Genesys WebRTC Service 204 Genesys Widgets 213 Gplus Adapter for Microsoft CRM 216 Gplus Adapter for SAP Analytics 218 Gplus Adapter for SAP CRM 222 Gplus Adapter for SAP Data Access Component 226 Gplus Adapter for SAP ERP 230 Gplus Adapter for SAP ICI Multi-Channel 234 Gplus Adapter for Siebel CRM 238 intelligent Workload Distribution 244 Interaction Concentrator 251 Interaction SDK 274 IVR Interface Option 281 License Reporting Manager 286 LivePerson Adapter 291 Load Distribution Server 295 Messaging Apps/Social Engagement 299 Multimedia Connector for Skype for -
Reliability-Based Design for External Stability of Narrow Mechanically Stabilized Earth Walls: Calibration from Centrifuge Tests
Reliability-Based Design for External Stability of Narrow Mechanically Stabilized Earth Walls: Calibration from Centrifuge Tests Kuo-Hsin Yang1; Jianye Ching, M.ASCE2; and Jorge G. Zornberg, M.ASCE3 Abstract: A narrow mechanically stabilized earth (MSE) wall is defined as a MSE wall placed adjacent to an existing stable wall, with a width less than that established in current guidelines. Because of space constraints and interactions with the existing stable wall, various studies have suggested that the mechanics of narrow walls differ from those of conventional walls. This paper presents the reliability-based design (RBD) for external stability (i.e., sliding and overturning) of narrow MSE walls with wall aspects L=H ranging from 0.2 to 0.7. The reduction in earth pressure pertaining to narrow walls is considered by multiplying a reduction factor by the conventional earth pressure. The probability distribution of the reduction factor is calibrated based on Bayesian analysis by using the results of a series of centrifuge tests on narrow walls. The stability against bearing capacity failure and the effect of water pressure within MSE walls are not calibrated in this study because they are not modeled in the centrifuge tests. An RBD method considering variability in soil parameters, wall dimensions, and traffic loads is applied to establish the relationship between target failure probability and the required safety factor. A design example is provided to illustrate the design procedure. DOI: 10.1061/(ASCE)GT.1943-5606.0000423. © 2011 American Society of Civil Engineers. CE Database subject headings: Earth pressure; Centrifuge models; Walls; Soil structures; Calibration. -
Application of MODFLOW with Boundary Conditions Analyses Based on Limited Available Observations: a Case Study of Birjand Plain in East Iran
water Article Application of MODFLOW with Boundary Conditions Analyses Based on Limited Available Observations: A Case Study of Birjand Plain in East Iran Reza Aghlmand 1 and Ali Abbasi 1,2,* 1 Department of Civil Engineering, Faculty of Engineering, Ferdowsi University of Mashhad, Mashhad 9177948974, Iran; [email protected] 2 Faculty of Civil Engineering and Geosciences, Water Resources Section, Delft University of Technology, Stevinweg 1, 2628 CN Delft, The Netherlands * Correspondence: [email protected] or [email protected]; Tel.: +31-15-2781029 Received: 18 July 2019; Accepted: 9 September 2019; Published: 12 September 2019 Abstract: Increasing water demands, especially in arid and semi-arid regions, continuously exacerbate groundwater resources as the only reliable water resources in these regions. Groundwater numerical modeling can be considered as an effective tool for sustainable management of limited available groundwater. This study aims to model the Birjand aquifer using GMS: MODFLOW groundwater flow modeling software to monitor the groundwater status in the Birjand region. Due to the lack of the reliable required data to run the model, the obtained data from the Regional Water Company of South Khorasan (RWCSK) are controlled using some published reports. To get practical results, the aquifer boundary conditions are improved in the established conceptual method by applying real/field conditions. To calibrate the model parameters, including the hydraulic conductivity, a semi-transient approach is applied by using the observed data of seven years. For model performance evaluation, mean error (ME), mean absolute error (MAE), and root mean square error (RMSE) are calculated. The results of the model are in good agreement with the observed data and therefore, the model can be used for studying the water level changes in the aquifer.