19. Pedogenic Alteration of Basalts Recovered During Leg 144
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9. Small-Scale Shallow-Water Carbonate Sequences of Resolution Guyot (Sites 866, 867, and 868)1
Winterer, E.L., Sager, W.W., Firth, J.V., and Sinton, J.M. (Eds.), 1995 Proceedings of the Ocean Drilling Program, Scientific Results, Vol. 143 9. SMALL-SCALE SHALLOW-WATER CARBONATE SEQUENCES OF RESOLUTION GUYOT (SITES 866, 867, AND 868)1 Andre Strasser,2 Hubert Arnaud,3 François Baudin,4 and Ursula Röhl5 ABSTRACT The Hauteri vian to upper Albian carbonate sediments drilled on Resolution Guyot are all of shallow-water origin. The volcanic basement is covered by dolomitized oolitic and oncolitic grainstones of an inner-ramp setting. At 1400 m below seafloor (mbsf), they pass into peritidal facies punctuated by small coral and mdist bioherms and by beach sediments. Oolites dominate between 790 and 680 mbsf. The upper part of the guyot (from 680 mbsf up to the phosphate-iron-manganese crust capping the Cretaceous platform) is composed of lagoonal carbonates exhibiting some calcrete horizons. The material collected from Holes 867B and 868A implies that the platform was rimmed by barrier islands and storm beaches, and that reefs (rudists and sponges) were of minor importance. This is in contrast to modern atolls, where reefs are the major rim builders. In the late Albian, the platform was subaerially exposed and karstified, then drowned. Although average recovery was low (15.4% for Hole 866A, 29.2% for 867B, 46.3% for 868A), the cored material clearly shows that the sedimentary record is composed of small, meter-scale sequences. They are especially well developed in platform- interior, lagoonal-peritidal settings, where facies evolution indicates cyclic deepening and shallowing of the depositional environ- ment. -
Appendix 2. the Mystery of Guyot Formation and Sinking
Appendix 2 The Mystery of Guyot Formation and Sinking Origin of Guyots Unknown In 1946, geologist Harry Hess was the first geologist to describe guyots (flat-topped seamount).1 Since then, the number of guyots has become numerous. Resolution Guyot in the Mid-Pacific Mountains that was studied in the 1990s by the Deep Sea Drilling Project2 is a typical guyot. Figure A2.1 shows the silhouette. Ever since Hess’s time, the cause of the flat top has eluded explanation.3 Winterer and Met- Figure A2.1. Silhouette of Resolution Guyot zler maintain: “Since Hess first recognized them in the Mid-Pacific Mountains (drawn by Mrs. Melanie Richard). in 1946, the origin of flat-topped seamounts, or guyots, has remained one of the most persistent problems in marine geology.”4 Since guyots are believed to have been truncated near sea level, there are two suggested subsid- ence mechanisms used to explain why they are now found well below sea level. But some guyots must have become flat well below sea level. Not All Guyots Eroded At Sea Level Many scientists have simply assumed that the flat top of a guyot was eroded at or near sea level.5,6 ‘This has been challenged by a few marine geologists.’7,8 For instance, a number of guyots near the East Pacific Rise have been attributed to the infilling of calderas by small lava flows well below sea level.9,10,11,12 “But, these guyots are small 1 Hess, H.H., 1946. Drowned ancient islands of the Pacific Basin. American Journal of Science 244:772–791. -
Sediment Properties of Pantai Punggur
SEDIMENT PROPERTIES OF PANTAI PUNGGUR 1ZARINA MD ALI, 2LAI WAI TAN, 3SYED MOHD MOHARJIR SYED TAHAR, 4AYU FADILLAH ABD HAKIMD Department of Water and Environmental Engineering, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Johor E-mail: [email protected] Abstract- Pantai Punggur or Punggur beach is one of the critically eroded locations identified along the south-west coast of Peninsular Malaysia. Before erosion mitigation is proposed, initial investigations including the determination of sediment properties along the shore should be made. In this study, pantai Punggur has been found to be a very mild-sloped mud flat with slope between 1:400 and 1:1000. From the soil samples collected along the shoreline in 2012 and 2013, Punggur beach is classified as having marine-clay sand with 75.83% to 122.63% moisture content and 2.2% to 11.2% organic content. Along the landward limit of the nearshore zone, the sediment consisted of well-graded sand while along the seaward limit, the sediment consisted of marine clay. Specific gravity for the sand is found to be between 1.1 and 1.85, while for the marine clay is 2.62. Based on Stokes’ equation, the settling velocities obtained for sand samples are between 0.020 m/s and 1.197 m/s, and for clay samples are between 7.15 107 m/s to 3.23 105 m/s. Keywords- Erosion; marine clay sand; Punggur; sediment properties I. INTRODUCTION Tampok (Ahmad, 2009). Malaysia coastline faces problems of over-fishing, Due to the wind shield by the Sumatera, the west coast pollution, coral reef destruction, deforestation, and of Peninsular Malaysia is characterized by mud flat erosion, among others. -
32. Radiometric Ages of Basement Lavas Recovered at Loen, Wodejebato, Mit, and Takuyo-Daisan Guyots, Northwestern Pacific Ocean1
Haggerty, J.A., Premoli Silva, I., Rack, F., and McNutt, M.K. (Eds.), 1995 Proceedings of the Ocean Drilling Program, Scientific Results, Vol. 144 32. RADIOMETRIC AGES OF BASEMENT LAVAS RECOVERED AT LOEN, WODEJEBATO, MIT, AND TAKUYO-DAISAN GUYOTS, NORTHWESTERN PACIFIC OCEAN1 Malcolm S. Pringle2 and Robert A. Duncan3 ABSTRACT The best estimate for the age of the oldest volcanism recovered from the summits of Loen, Wodejebato, MIT, and Takuyo- Daisan guyots, northwestern Pacific Ocean, is 113, 83, 123, and 118 Ma, respectively. All of these sites originated in the central and western regions of the South Pacific Isotopic and Thermal Anomaly (SOPITA). The 113-Ma age for Loen Guyot is signifi- cantly different from the 76-Ma age of volcanism under the carbonate platform of its neighbor, the living Anewetak Atoll, and suggests that drowned guyot/living atoll seamount pairs may have no genetically significant relationship other than geographic proximity. Although all of the basalts recovered from the top of Wodejebato Guyot were erupted during polarity Chron 33R (ca. 79-85 Ma), both the occurrence of reworked Cenomanian calcareous nannofossils in one of the summit cores and the existence of a thick Cenomanian volcaniclastic sequence, including 94-Ma basaltic clasts, in the archipelagic apron indicate that there must have been a Cenomanian or older edifice beneath the drilled summit volcanics. AT MIT Guyot, two late-stage periods of volcanism can be recognized: late Aptian (ca. 115 Ma) phreatomagmatic eruptions through the existing volcanic and carbonate platform, and 120-Ma hawaiites seen both as exotic clasts in the 115-Ma tuffs and as lava flows at the top of the basement sequence. -
IODP-Industry Science Program Planning Committee Meeting
IODP-Industry Science Program Planning Committee Meeting Minutes 19-20 January, 2007 Houston, USA IIS-PPG Attendees: Richard Davies, Richard.Davies at durham.ac.uk, IIS-PPG Harry Doust, harrydoust at hotmail.com , IIS-PPG Andrew Pepper, apepper at hess.com, IIS-PPG (Host) Martin Perlmutter, mperlmutter at chevron.com, IIS-PPG Kurt Rudolph, kurt.w.rudolph at exxonmobil.com, IIS-PPG Ralph Stephen, rstephen at whoi.edu, IIS-PPG (Chair) Osamu Takano: takano-o at japex.co.jp, alternate for Yasuhiro Yamada: yama at electra.kumst.kyoto-u.ac.jp Yoshihiro Tsuji ,tsuji-yoshihiro at jogmec.go.jp, IIS-PPG Ex-Officio Attendees: Keir Becker, kbecker at rsmas.miami.edu , SPC Nobu Eguchi, science at iodp-mi-sapporo.org, IODP-MI Manik Talwani, mtalwani at iodp.org, IODP-MI Guests (*1st day only): *Michael Grecco, mgrecco at chevron.com - RPSEA *John Hopper, hopper at geo.tamu.edu, - Lead-PI on the Rifted Margins Mission Proposal Young-Joo Lee, yjl at kigam.re.kr , Petroleum and Marine Resources Research Div., Korea Institute of Geoscience and Mineral Resources (KIGAM) *Harm van Avendonk, harm at ig.utexas.edu - Lead-PI on BESACM Proposal IIS-PPG Regrets: Didier-Hubert Drapeau, didier-hubert.drapeau at totalfinaelf.com, IIS-PPG David Roberts, d.g.roberts at dsl.pipex.com, IIS-PPG Eugene Shinn, eshinn at usgs.gov, IIS-PPG Executive Summary This was the second meeting of the IODP/Industry Science Project Planning Group. To promote development of industry related drilling proposals, to facilitate communication, and to develop effective links between academic and industry scientists, we generated eight consensus statements at the meeting: IIS-PPG Consensus 0701-1: IISPPG is promoting the submission of two projects for the April 1/07 proposal deadline: 1) A South Atlantic rifted margins project which will be included in a rifted margins mission proposal. -
Ocean Drilling Program Initial Reports Volume
Winterer, E.L., Sager, W.W., Firth, J.V., and Sinton, J.M. (Eds.), 1995 Proceedings of the Ocean Drilling Program, Scientific Results, Vol. 143 30. SEDIMENT FACIES AND ENVIRONMENTS OF DEPOSITION ON CRETACEOUS PACIFIC CARBONATE PLATFORMS: AN OVERVIEW OF DREDGED ROCKS FROM WESTERN PACIFIC GUYOTS1 Robert J. van Waasbergen2 ABSTRACT Many years of dredging of Cretaceous guyots in the western Pacific Ocean have shown the widespread occurrence of drowned carbonate platforms that were active in the Early to middle Cretaceous. Through petrographic analysis of available dredged limestone samples from these guyots, eight limestone lithofacies are distinguished, of which the first three are found in great abundance or in dredges from more than one guyot. The eight lithofacies are used to form a composite image of the depositional environments on the Cretaceous Pacific carbonate platforms. The most abundant facies (Facies 1) is a coarse bioclastic grainstone found in the forereef environment. Facies 2 comprises mudstone in which small bioclasts are rare to abundant. This facies is typical of the platform-interior ("lagoon") environment. Facies 3 comprises packstones and wackestones of peloids and coated grains, and is attributed to deposition in environments of moderate energy dominated by tidal currents. A number of lithofacies were recognized in only a few samples, or only in samples from a single guyot, and are therefor termed "minor" facie;. Facies 4 comprises muddy sponge-algal bafflestone deposits probably associated with shallow, platform-interior bioherms. Facies 5 comprises oolite grainstones and is attributed to high-energy platform-margin environments. Facies 6 is a mixed carbonate/siliciclastic deposit and may be associated with an episode of renewed volcanic activity on one of the guyots (Allison) in the Mid-Pacific Mountains. -
Effect of Polypropylene Fibre on Compressibility and Swelling Behaviour of Soft Clay
Special Issue - 2016 International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181 NCCETCE - 2016 Conference Proceedings Effect of Polypropylene Fibre on Compressibility and Swelling Behaviour of Soft Clay Neethu T. M1 Dr. Abdu Rahiman.K.U2 Student : Dep of Civil Engg. Assistant Professor : Dep of Civil Engg. School of Engineering CUSAT School of Engineering CUSAT Cochin Cochin Abstract:- The soil is reinforced with polypropylene fibre is shear strength and high compressibility. Improvement of modified method to develop in recent years. It is a synthetic type certain desired properties like bearing capacity, shear fibre. Many studies have being reported in the literature on the Strength (c and Φ) and permeability characteristics of soil can performance evaluation of clayey soil. Although sample studies be undertaken by a variety of ground improvement have being reported with randomly distributed fibres, relatively techniques such as the use of prefabricated vertical drains or less amount of work is found in respect of polypropylene fibres with Cochin marine clay. The sample is prepared in the field soil stabilization. Incorporating reinforcement inclusions condition. Then the soil is reinforced with varying fibre within soil is also an effective and reliable technique in order percentage and fibre length (F=0%,0.1%,0.2%,0.3%,fibre to improve the engineering properties of soil. In comparison length =30mm,6mm,9mm,120mm).The experimental with conventional geosynthetics (strips, geotextile, geogrid, investigation being undertaken for the performance evaluation etc.), there are some advantages in using randomly distributed of polypropylene fibre- marine clay is reported ,evaluated the fibre as reinforcement.. effect of polypropylene fibre on swell and compressibility of the clay. -
Modern and Ancient Hiatuses in the Pelagic Caps of Pacific Guyots and Seamounts and Internal Tides GEOSPHERE; V
Research Paper GEOSPHERE Modern and ancient hiatuses in the pelagic caps of Pacific guyots and seamounts and internal tides GEOSPHERE; v. 11, no. 5 Neil C. Mitchell1, Harper L. Simmons2, and Caroline H. Lear3 1School of Earth, Atmospheric and Environmental Sciences, University of Manchester, Manchester M13 9PL, UK doi:10.1130/GES00999.1 2School of Fisheries and Ocean Sciences, University of Alaska-Fairbanks, 905 N. Koyukuk Drive, 129 O’Neill Building, Fairbanks, Alaska 99775, USA 3School of Earth and Ocean Sciences, Cardiff University, Main Building, Park Place, Cardiff CF10 3AT, UK 10 figures CORRESPONDENCE: neil .mitchell@ manchester ABSTRACT landmasses were different. Furthermore, the maximum current is commonly .ac .uk more important locally than the mean current for resuspension and transport Incidences of nondeposition or erosion at the modern seabed and hiatuses of particles and thus for influencing the sedimentary record. The amplitudes CITATION: Mitchell, N.C., Simmons, H.L., and Lear, C.H., 2015, Modern and ancient hiatuses in the within the pelagic caps of guyots and seamounts are evaluated along with of current oscillations should therefore be of interest to paleoceanography, al- pelagic caps of Pacific guyots and seamounts and paleotemperature and physiographic information to speculate on the charac- though they are not well known for the geological past. internal tides: Geosphere, v. 11, no. 5, p. 1590–1606, ter of late Cenozoic internal tidal waves in the upper Pacific Ocean. Drill-core Hiatuses in pelagic sediments of the deep abyssal ocean floor have been doi:10.1130/GES00999.1. and seismic reflection data are used to classify sediment at the drill sites as interpreted from sediment cores (Barron and Keller, 1982; Keller and Barron, having been accumulating or eroding or not being deposited in the recent 1983; Moore et al., 1978). -
Initial Transgressive Phase of Leg 144 Guyots: Evidence of Extreme Sulfate Reduction
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Earth and Atmospheric Sciences, Department Papers in the Earth and Atmospheric Sciences of 1995 Initial Transgressive Phase of Leg 144 Guyots: Evidence of Extreme Sulfate Reduction Bjørn Buchardt University of Copenhagen Mary Anne Holmes University of Nebraska-Lincoln, [email protected] Follow this and additional works at: https://digitalcommons.unl.edu/geosciencefacpub Part of the Earth Sciences Commons Buchardt, Bjørn and Holmes, Mary Anne, "Initial Transgressive Phase of Leg 144 Guyots: Evidence of Extreme Sulfate Reduction" (1995). Papers in the Earth and Atmospheric Sciences. 62. https://digitalcommons.unl.edu/geosciencefacpub/62 This Article is brought to you for free and open access by the Earth and Atmospheric Sciences, Department of at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Papers in the Earth and Atmospheric Sciences by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. Haggerty, J.A., Premoli Silva, I., Rack, F., and McNutt, M.K. (Eds.), 1995 Proceedings of the Ocean Drilling Program, Scientific Results, Vol. 144 51. INITIAL TRANSGRESSIVE PHASE OF LEG 144 GUYOTS: EVIDENCE OF EXTREME SULFATE REDUCTION1 Bjorn Buchardt2 and Mary Anne Holmes3 ABSTRACT The initial transgressive phase at the Leg 144 Guyots is characterized by a typical association of sedimentary facies (from bottom to top): in situ weathered volcanic rocks; variegated clays, partly pyritic; gray clay, pyritic, homogeneous, or mottled; black clay, peaty, laminated, or bioturbated; and marine argillaceous limestone. Site 877 at Wodejebato Guyot represents the typical development of the initial transgressive phase. The black clay is rich in organic carbon (up to 40%) and sulfur (up to 25%). -
Cretaceous and Paleogene Manganese-Encrusted Hardgrounds from Central Pacific Guyots
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Earth and Atmospheric Sciences, Department Papers in the Earth and Atmospheric Sciences of 1995 Cretaceous and Paleogene Manganese-Encrusted Hardgrounds from Central Pacific Guyots David K. Watkins University of Nebraska-Lincoln, [email protected] Isabella Premoli Silva Università degli Studi di Milano Elisabetta Erba Università degli Studi di Milano, [email protected] Follow this and additional works at: https://digitalcommons.unl.edu/geosciencefacpub Part of the Earth Sciences Commons Watkins, David K.; Silva, Isabella Premoli; and Erba, Elisabetta, "Cretaceous and Paleogene Manganese- Encrusted Hardgrounds from Central Pacific Guyots" (1995). Papers in the Earth and Atmospheric Sciences. 221. https://digitalcommons.unl.edu/geosciencefacpub/221 This Article is brought to you for free and open access by the Earth and Atmospheric Sciences, Department of at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Papers in the Earth and Atmospheric Sciences by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. Haggerty, J.A., Premoli Silva, I., Rack, F., and McNutt, M.K. (Eds.), 1995 Proceedings of the Ocean Drilling Program, Scientific Results, Vol. 144 5. CRETACEOUS AND PALEOGENE MANGANESE-ENCRUSTED HARDGROUNDS FROM CENTRAL PACIFIC GUYOTS1 David K. Watkins,2 Isabella Premoli Silva,3 and Elisabetta Erba3 ABSTRACT Manganese-encrusted hardgrounds and associated sediments from four guyots in the western Pacific Ocean were investigated using lithostratigraphic and biostratigraphic examination of thin sections. Biostratigraphic data from manganese-encrusted hard- grounds constrain the age of platform drowning to early middle Eocene for Limalok Guyot, latest Maastrichtian to early Paleocene for Wodejebato Guyot, and middle late Albian for MIT Guyot. -
Stabilization of Marine Clay Soil Using Polyurethane
MATEC Web of Conferences 250, 01004 (2018) https://doi.org/10.1051/matecconf/201825001004 SEPKA-ISEED 2018 Stabilization of Marine Clay Soil Using Polyurethane Samaila Saleh1 & *, Nur Zurairahetty Mohd Yunus2, Kamarudin Ahmad3 and Nazri Ali4 1Postgraduate Researcher, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia 2Senior Lecturer, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia 3 & 4 Associate Professor, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia *Corresponding author: [email protected] Abstract. Many chemicals stabilisation techniques are being employed all over the world to improve the engineering and physical properties of the problematic soils and reduce the potential damages caused by them. Out of those chemical stabilisation technics, application of Polyurethane to improve the strength of marine clay was investigated in the laboratory. Characterization of the soil geotechnical properties was carried out by conducting laboratory test that includes natural moisture content, Atterberg limits, grains sizes analyses, specific gravity, moisture-density relationship, unconfined compressive strength (UCS), organic matter content and PH tests. Unconfined compressive strength test at optimum moisture content with varying the dose of the Polyurethane content was conducted to test the effectiveness of Polyurethane as a chemical stabiliser. The result of the preliminary tests of the sample shows that the soil has a liquid limit of 65%, plastic limit of 26% and plasticity index of 53%. The percentages of gravel, sand and fines in the marine clay sample were 0 %, 1.32 % and 98.68 % respectively %. The results of the UCS test also revealed that Polyurethane stabilisation improved the strength of marine clay by 230%. -
Overconsolidated Clays: Shales
TRANSPORTATION RESEARCH RECORD 873 Overconsolidated Clays: 11 Shales 001411672 Transportation Research Record Issue : 873 - ------ - --------------1 ~IT"ID TRANSPORTATION RESEARCH BOARD NATIONAL ACADEMY OF SCIENCES 1982 TRANSPORTATION RESEARCH BOARD EXECUTIVE COMMITTEE Officers DARRELL V MANNING, Chairman LAWRENCE D. DAHMS, Vice Chairman THOMAS B. DEEN, Executive Director Members RAY A. BARNHART, JR., Administrator, Federal Highway Administration, U.S. Department of Transportation (ex officio) FRANCIS B. FRANCOIS, Executive Director, American Association of State Highway and Transportation Officials (ex officio) WILLIAM J. HARRIS, JR., Vice President, Research and Test Depart1111mt, Association of American Raili'oads (ex officio) J. LYNN HFLMS, Admi11istro1or, Ji'f!deral A11iatio11 Admi11is1ratio11, U.S. D<:par/111(1 111 of 1'rrmsportation (ex officio) Tl IOMAS D. LARSON, Secretory of '/)'a11spor1a/io11, Pen11sylva11ia Deµart111 e111 of 1'ra11sporration (ex officio, Past Chair111an , 1981) RAYMOND A. PECK, JR., Administrator, National Highway Traffic Safety Ad111i11ls1rotio11, U.S. Department of 'f'ronsporta1io11 (ex officio) ARTHUR E. TEELE, JR., Administrator, Urban Mass Transportation Admi11istrotio11, U.S. Deparrmenr of Tro11spor1ation (ex officio) CHARLEY V. WOOTAN, Director, Texas Transportation Institute, Texas A&M University (ex officio, Past Chairman, 1980) GEORGE J. BEAN, Director of Aviation, Hillsborough County (F1orida) Aviation Authority JOHN R. BORCHERT, Professor, Department of Geography, University of Minnesota RICHARD P. BRAUN, Commissioner, Minnesota Deportment of Transportation ARTHUR J. BRUEN, JR., Vice President, Con tinentol Illinois National Bank and Trust Company of Chicago JOSEPH M. CLAPP, Senior Vice President and Member, Board of Directors, Roadway Express, Inc. ALAN G. DUSTIN, President, Chief Executive, and Chief Operating Officer, Boston and Maine Corporation ROBERT E. FARRIS, Commissioner, Tennessee Department of 1'ronsportation ADRIANA GIANTURCO, Director, California Department of Transportation JACK R.