Historical Monitoring of Shoreline Changes in Corpus Christi, Nueces
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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. -
Title 31. Natural Resources and Conservation Part 1. General Land Office Chapter 15. Coastal Area Planning Subchapter A. Managem
TITLE 31. NATURAL RESOURCES AND CONSERVATION PART 1. GENERAL LAND OFFICE CHAPTER 15. COASTAL AREA PLANNING SUBCHAPTER A. MANAGEMENT OF THE BEACH/DUNE SYSTEM 31 TAC §15.33 The General Land Office (GLO) adopts amendments to 31 TAC §15.33 relating to Certification Status of Nueces County Dune Protection and Beach Access Plan (Plan) with changes to the text as proposed in the November 10, 2006, issue of the Texas Register (31 TexReg 9207). The changes to the text as proposed add new subsections (h) through (j) to address clarifications provided by Nueces County to address in part some of the public comments received concerning the Plan amendments. The GLO adopts amendments to 31 TAC §15.33 to the certification status of the Plan, adopted on August 25, 1995, and amended by order of the Commissioners’ Court of Nueces County, Texas (County), on October 23, 1996 (1996 Plan). The amendments to 31 TAC §15.33 add a new subsection (f) to certify as consistent with state law the amendments to the Nueces County Plan that were adopted by the Nueces County Commissioners’ Court on December 7, 2005 (2005 Plan Amendments). In addition, a new subsection (g) is added to certify as consistent with state law a variance from the requirements of 31 TAC § 15.6(f)(3) in the County’s Plan that allows a permittee to alter or pave the ground in the area between 350 feet and 200 feet landward of the vegetation line for recreational amenities such as pools separate from habitable structures, so long as residential or commercial structures are located at least 350 feet landward from the line of vegetation and the applicant demonstrates that every attempt has been made to minimize the use of impervious surfaces in the area between 350 feet and 200 feet landward of the vegetation line. -
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. -
Chapter 6: the Gulf Coastal Prairies and Marshes
See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/299410281 Chapter 6: The Gulf Coastal Prairies and Marshes Data · March 2016 CITATIONS READS 0 65 2 authors, including: David Bezanson The Nature Conservancy 16 PUBLICATIONS 12 CITATIONS SEE PROFILE Some of the authors of this publication are also working on these related projects: Publication Preview Source Natural vegetation types of Texas and their representation in conservation areas View project All content following this page was uploaded by David Bezanson on 25 March 2016. The user has requested enhancement of the downloaded file. Chapter 6: The Gulf Coastal Prairies and Marshes The Gulf Coastal Prairies and Marshes include approximately ten million acres of coastal plain, 20 to 80 miles in width, and barrier islands adjacent to the Gulf of Mexico. Soils are primarily clays and clay loams with some acidic sands and sandy loams; wetlands occur frequently in areas of poorly drained clay soils or sand over impermeable subsoils (Carter 1931). Prairie and marsh grasses were the dominant vegetation in most of the region prior to Anglo-European settlement and cultivation. However, as average annual rainfall diminishes to the south (from 40 inches at Victoria to 25 inches at Brownsville), marshes become much less extensive and brush communities become important on upland sites (Tharp 1939). Like other former grassland areas on clay soils in Texas, the Gulf Coastal Prairies are well-suited to agriculture (except for areas of drift sand); farming, cattle ranching, and urban and industrial development have transformed the region. Of the estimated one million acres of coastal marsh existing in 1950, at least 35 percent has been displaced by urban and industrial development (Gould 1975, 64 FWS 1991). -
The Texas Coast: Freshwater Inflow, Coastal Productivity, and Texas Water Policy
JAMES A. BAKER III INSTITUTE FOR PUBLIC POLICY RICE UNIVERSITY THE TEXAS COAST: FRESHWATER INFLOW, COASTAL PRODUCTIVITY, AND TEXAS WATER POLICY BY JIM BLACKBURN BAKER INSTITUTE RICE FACULTY SCHOLAR JAMES A. BAKER III INSTITUTE FOR PUBLIC POLICY RICE UNIVERSITY PROFESSOR IN THE PRACTICE OF ENVIRONMENTAL LAW CIVIL AND ENVIRONMENTAL ENGINEERING DEPARTMENT RICE UNIVERSITY OCTOBER 14, 2014 The Texas Coast THIS PAPER WAS WRITTEN BY A RESEARCHER (OR RESEARCHERS) WHO PARTICIPATED IN A BAKER INSTITUTE RESEARCH PROJECT. WHEREVER FEASIBLE, PAPERS ARE REVIEWED BY OUTSIDE EXPERTS BEFORE THEY ARE RELEASED. HOWEVER, THE RESEARCH AND VIEWS EXPRESSED IN THIS PAPER ARE THOSE OF THE INDIVIDUAL RESEARCHER(S) AND DO NOT NECESSARILY REPRESENT THE VIEWS OF THE JAMES A. BAKER III INSTITUTE FOR PUBLIC POLICY. © 2014 BY THE JAMES A. BAKER III INSTITUTE FOR PUBLIC POLICY OF RICE UNIVERSITY THIS MATERIAL MAY BE QUOTED OR REPRODUCED WITHOUT PRIOR PERMISSION, PROVIDED APPROPRIATE CREDIT IS GIVEN TO THE AUTHOR AND THE JAMES A. BAKER III INSTITUTE FOR PUBLIC POLICY 2 The Texas Coast Introduction The Texas coast is one of the most ecologically productive and least appreciated natural assets of the United States. Unfortunately, this coastal resource is being destroyed by the various management actions (or inactions) of the state of Texas. It is not too late to reverse this destruction, but major policy shifts will be required to alter this trend. The destruction of Texas coastal resources is a classic case of cumulative effects, which are impacts that accrue to an ecosystem by multiple actions that add impacts to each other, ultimately resulting in the loss of the entire system one small step at a time. -
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. -
TX 33 TX 29 Classification of Shellfish Harvesting Areas of Corpus Christi
STATE HWY 35 FM 2986 STATE HWY 361 TX 29 Aransas Pass Unnamed Point HUFF ST 0+ FM 3239 RM #94? FM 1069 A CM #93 SH 361 LANG RD 0+ Lydia Ann Island W MAIN ST Portland S AVENUE A Ingleside 0+ La Quinta Channel Pole at Dike 0+Quinta Island 8TH ST Sunset Park 0+ La Quinta Channel FM 2725 North Causeway Lydia Ann Channel 0+ ]Indian Point Fishing Pier Nueces0+ SouthBay Causeway Causeway FM 1069 Corpus Christi Channel House 0+ Ingleside Port Aransas ACM #6 on the Bay Port Point of Mustang Rincon Point Ingleside 0+ RM North ? Island Moorings Channel Corpus Christi Channel UP RIVER RD A CM #79 RM South ? 0+ Spoil Island I 37 LEOPARD ST NUECES BAY BLVD ? Range Marker LAREDO ST STATE HWY 44 Corpus Christi BALDWINMORGAN BLVD AVE TX 33 SANTA FE ST S ALAMEDA ST STATE HWY 358 Shamrock Shamrock HORNE RD Classification of Island Cove AYERS ST Shellfish Harvesting Areas of BRAWNER PKWY GOLLIHAR RD S STAPLES ST Corpus Christi and Nueces Bays Wilsons Cut Texas Department of State Health Services SARATOGA BLVD Seafood and Aquatic Life Group GREENWOOD DR CARROLL LN HOLLY RD University Heights Date: November 1, 2016 WEBER RD EVERHART RD Order Number: MR-1534 AIRLINE RD STATE HWY 361 STATE HWY 286 STATE HWY 357 A Channel Marker Corpus Christi OCEAN DR 0+ Approved Area NILE DR Naval Air Station Mustang Island Landmark ] Pier Demit Pt Fish Pass Restricted Area 0+ FM 43 ? Range Marker STATE HWY 257 Encinal Peninsula San Patricio Aransas Gulf of Mexico Power Line µ at ICWW 0+ JFK Causeway Overhead Power Cable OSO PKWY COUNTY HWY 9 Corpus Christi Pass 0 1 2 3 4 Nautical -
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]. -
Stratigraphic Studies of a Late Quaternary Barrier-Type Coastal Complex, Mustang Island-Corpus Christi Bay Area, South Texas Gulf Coast
Stratigraphic Studies of a Late Quaternary Barrier-Type Coastal Complex, Mustang Island-Corpus Christi Bay Area, South Texas Gulf Coast U.S. GEOLOGICAL SURVEY PROFESSIONAL PAPER 1328 COVER: Landsat image showing a regional view of the South Texas coastal zone. IUR~AtJ Of ... lt~f<ARY I. liBRARY tPotC Af•a .VAStf. , . ' U. S. BUREAU eF MINES Western Field Operation Center FEB 1919S7 East 360 3rd Ave. IJ.tA~t tETUI~· Spokane, Washington .99~02. m UIIM» S.tratigraphic Studies of a Late Quaternary Barrier-Type Coastal Complex, Mustang Island Corpus Christi Bay Area, South Texas Gulf Coast Edited by GERALD L. SHIDELER A. Stratigraphic Studies of a Late Quaternary Coastal Complex, South Texas-Introduction and Geologic Framework, by Gerald L. Shideler B. Seismic and Physical Stratigraphy of Late Quaternary Deposits, South Texas Coastal Complex, by Gerald L. Shideler · C. Ostracodes from Late Quaternary Deposits, South Texas Coastal Complex, by Thomas M. Cronin D. Petrology and Diagenesis of Late Quaternary Sands, South Texas Coastal Complex, by Romeo M. Flores and C. William Keighin E. Geochemistry and Mineralogy of Late Quaternary Fine-grained Sediments, South Texas Coastal Complex, by Romeo M. Flores and Gerald L. Shideler U.S. G E 0 L 0 G I CAL SURVEY P R 0 FE S S I 0 N A L p·A PER I 3 2 8 UNrfED S~fA~fES GOVERNMENT PRINTING ·OFFICE, WASHINGTON: 1986 DEPARTMENT OF THE INTERIOR DONALD PAUL HODEL, Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director Library of Congress Cataloging-in-Publication Data Main entry under title: Stratigraphic studies of a late Quaternary barrier-type coastal complex, Mustang Island-Corpus Christi Bay area, South Texas Gulf Coast. -
Mustang Island State Park< |
Mustang Island STATE PARK GULF COAST Mustang Island STATE PARK With more than five miles of Gulf Coast beach and over two miles of Corpus Christi Bay, Mustang Island State Park offers visitors the chance to sample every facet of seaside fun — beachcombing, swimming, sunbathing, camping, picnicking, surfing, kayaking and fishing. Birders flock to the park to see the area’s resident water and shore birds. Fun and interactive programs offer visitors of all ages the opportunity to learn about life on a barrier island. Beach lovers will enjoy the open beach camping area with nearby rinsing showers, while multi- use campsites are also available. Camping: Premium campsites have water and electric with bathhouse. Primitive beach camping with rinse-off stations. Picnicking: Picnic sites with tables and shade shelters. Swimming: Swimming beach with rinse-off stations. Fishing: Excellent from granite jetties, beachside or bayside. Kayaking: Marked trails along the bayside. Texas State Parks Store: One-of-a-kind items, gifts, snacks and drinks, etc. 35 181 77 Fulton Sinton Rockport 37 359 Aransas Pass 361 Port Aransas Corpus 361 Christi Mustang Island P22 State Park Located in Nueces County, southeast from Corpus Christi to Padre Island, then north on SH 361. Also from Aransas Pass (take ferry) to Port Aransas, then south on SH 361. Mustang Island State Park 9394 SH 361, Corpus Christi, TX 78418 • (361) 749-5246 www.texasstateparks.org Rates and reservations: (512) 389-8900. For info only: (800) 792-1112. Texas State Parks is a division of the Texas Parks and Wildlife Department. © 2020 TPWD PWD CD P4502-084G (4/20) In accordance with Texas State Depository Law, this publication is available at the Texas State Publications Clearinghouse and/or Texas Depository Libraries. -
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. -
Lake Padre Padre Project Moving Slowly
Inside the Moon Art Walk A2 Seashore A2 Cotillion A4 Fishing A11 Live Music A18 Issue 709 The Photo by Miles Merwin Island Free The voiceMoon of The Island since 1996 November 16, 2017 Weekly www.islandmoon.com FREE Kickoff party Tuesday, Around Lake Padre Padre Project December 5 The Island La Posada By Dale Rankin Moving Slowly In Matador, about 80 miles northeast of Lubbock deer season took a Pending settlement may allow work to continue is Largest slithery turn when hunters lifted a blind to find twenty-six rattlesnakes living underneath. Single Toys for Tots Event in Texas Off the coast of Portugal a Prehistoric, Dinosaur-Era Shark with scary teeth was sighted Work has stopped in the area around Lake Padre and on land adjacent to the Schlitterbahn waterpark pending a hearing in a bankruptcy court in San Antonio on December 4. The canals leading to the site of the proposed SPID/Park Road 22 Water Exchange Bridge are in place and the recently dug canal at the south end of the park site, see photo, stops just short of connecting to the current Island canal system north The La Posada Lighted Boat Parade Things haven’t been that exciting of Whitecap. and the surrounding events began here on our little sandbar but we more than thirty years ago when the have been dealing with own set of The City of Corpus Christi has earmarked a total of $11.5 million to building the Water Exchange Bridge and has a bid in place for construction, but has not population of The Island was less predators and like OTB type one than 5000 souls.