DOCSLIB.ORG

A -Lt"'~±.MJ~~ ~.:!-· I~T

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
A -Lt ' a -lt"'~±.MJ~~ ~.:!-· i~t Transactions and Proceedings of the Palaeontological Society of Japan New Series No. 25 Palaeontological Society of Japan April 30, 1957 CONTENTS TRANSACTIONS Page 305. On the Miocene Lucinidae from the Mizunami Group, Japan ........... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... Junji hoJGAWA 1 306. Brachiopoda from the Daishaka and Tsurugasaka Fossil Zones. Minami Tsugaru-Gun, Aomori Prefecture ........................... ]iro K<nou 7 307. Fossil and Recent Species of the Genus PatZomya from Japan .......... .. .. ... .. ... .. .. ... .. ... .. .. .. ... .. ... .. .. .. .. .. ... .. .. ... .. .. .. .. Saburo KAN~o 11 308. Two Carboniferous Corals from Okayama Prefecture .......................... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... Masao MJNATO and Keiji NAKAZAWA 17 309. Some Molluscan Fossils from the Eastern Part of the Tanzawa Mountainland ......................................................... Matsutaro SIIIIIATA 21 310. A Miocene Fossil Crab, Paratymolus yabei, n. sp. from Nagano Pre- fecture ........................................................................ Rikizo IMAJZUMI 26 311. Amussiopecfen iitomietzsis (OnJJ,A) and its Allies from Japan ........... ... ... ... ... ... .. ... ... ... .. ...... Masahiko AI<JYAMA 31 PROCEEDINGS .................. .. ............................................................. 40 President: Hisakatsu YABE Councillors: Kiyoshi AsANO, Riuji ENDo (Business and Accountant), Seido ENoo, Haruyoshi FuJJl\IOTo (Publication), Shoshiro HANZAWA, I\otora I·IATAI, Ichiro HAYASAKA, (General Affairs), Kazuo HuzJOI\A, Teiichi KonAYASIII (Editor), Jiro MAKIYAMA, Tatsuro MATSUMoTo, Masao MINATo, Tokio SIIIKAMA, Fuyuji T AKAI (General Affairs), Ryuzo ToRIYAMA. All Communications relating to this Journal should be addressed to the PALAEONTOLOGICAL SOCIETY OF JAPAN Geological Institute, Faculty of Science, University of Tokyo, Japan Trans. Proc. Palae:>nt. So:. Japan. N. S., Ko. 25, pp. 1-6, Pl. 1. April 30, 1957 305. ON THE MIOCENE LUCI:KlbAE FROM THE MlZUNAMI GROUP, JAPAN* ]UNJI ITOIGAWA Kyoto Ur.iversity fliJ~~l!fi!F.~~mttt l.ucinidae: i\\\1~ • !fft-J'j\ljjWlh">f/iJIJ'~fe'ili:J: I) il€ Lt.:. 6 flljQ) Lucinidae t:.llr, -t ~;,ft1.i J;l~t:. --:>~ • -c k'lt& r.HillH\1tfi L. ~t.:.-.k~Jilfn:. --:>i., -c ~~ L t~o '*. t.:... lVallucina .{!j(,Q).:....VJ(m · ~lii!.tH.t.:.o -!M~.Jll w= Introduction and Acknowledgements Wallucina habti ITOIGAWA Wallucina okunptrai ·n. sp .. In the inside zone of southwestern Pillucina (Sydlorina) yokoyam~i (OUTKA) Japan, there are found scatterings of Saxoltlcina (Megaxinus) k-hataii (OTUKA) the Miocene strata that are assumptively Luci~ooma acutili11:ata (CoNRAD) representing the First Paleo-Setouchi Caviluchza (Monitilora)· kitamurai (HATAI supergroup (IKEBE, 1951) i. e. Mizunami, e~ NISIYAMA) Isshi, Ayukawa, Tsuzuki and Tsuyama The writer is indebted to Prof. J. groups etc. Yielding rich faunas and MAKIYAII.IA for his suggestions and revi­ floras, these strata are interesting sub· sion of English. Thanks are also due jects for the members of the Paleo­ to Dr. T. KuRODA and Dr. T. HABE for Setouchi research group. The Mizunami informations about the taxonomic mala· group. the type of the supergroup, was cology. developed in three mutually connected basins, Kani, Mizunami and Iwamura in Paleoecological t-.otes Gifu Prefecture. The present writer is studying the stratigraphy and paleon· Some paleoecologi~al aspects of these tology of this group and he has partly species were observed in field and labora­ reported the results. tory considering the data of stratigraphy This paper is the third result and and fossil fauna. Although these data prepared in view of taxonomic and paleo­ are not complete at present presumably ecological accounts of the Lucinid overlooking minute species, the conclu­ pelecypods from the Mizunami group. sion might not be very different from These are the interesting forms inasmuch that based upon the more accumulated as they are the indicators of various material. environments. Cavilucina ( Monitilora) kitamurai The following species are. collected <lhTAI et NrsrYAMA) and .Wallticina from the Mizunami group in the Iwa­ okumurai n. sp. are found only in ·the mura and Mizunami basins. Shukunohora sandstone associating Mio­ gypsina kotoi HANZA w A, Operculina com· * Read June 28, 1956; received Apr. 28, 1956 · plmzata japonica l-l... NzAwA, Aloidis 1 2 Junji lTOIGAWA m'sataictzsis 0TUKA and Turbo ozawai 0TUKA etc. Both valves of every indi­ Description of species vidual of these two species are attached Family Lucinidae snowing autochthonous origin in the Genus TVallucitza lREOAJ.E 1930 sandy environment. The fauna of Shuku­ nohora sandstone represents the warm Wallucina habei hoiGAWA 1955 sea waters and peculiar to this group. Pl. 1. figs. 3a -b. It seems that this two species inhabited 1955: Wallucin:J habei lTOJGA w A, Mem. Col!. in the warm and shallow waters with Sci., Kyoto U11iv. Ser. B. Vol. 22, No.2. sandy bottom. Art. 1, p. 139, pl. 6, figs. 1, 2. JVallucina hahei hoiGAWA is found in Geological occurrence:- the sandstones as a member of Dosinia­ 1. Kubohara sandstone, Iwamura basin. Nt'PP01zomarcia fauna. It is indicating 2. Togari formation, Mizunami basin. a sandy neritic environment, and the 3. Tsukiyoshi formation, Mizunami basin. attached valves show also the autoch­ Localities :- thonous origin. 1. J 3011I, Kamigiri, Iwamura-cho, Ena­ Pillucitw (Sydlorina) yokoyami (0Tu­ gun, Gifu Prefecture. KA) is found in the marginal facies 2. ] 40026, Nenga-hora, Togari, Mizunami developed near the basement with the City. following species: 3-a. ] 40041, Matsubara, Toki-cho, Mizu­ Nippmwmarcia nakamurai lKEBE, nami City. Vcnerupis siratm·iensis (OTUKA ). Nassa­ 3-b. J 40049, Kujiri, Toki City. rius simizrei 0Tuic-\. Turritella s·hataii Associated fonns :- NoMURA. 1. Dosiuia nomurai 0TUKA, NipP01zo­ Most probably this species sho\vs the marcia nakamurai IKEBE, Clitzocar­ similar environment to that of Wal­ dium slzinjiense (YoKOYAMA), lucitza lzabei hmGAWA. Glycymeris minoensis hoiGAw.~. Saxolucitza (Afega:r:itzus) ll-hataii Euspir:J meisensis MAKIYAMA, Tur­ (OTuKA) accompanies with Vicarya yoko­ rilella s-Jzataii NoMURA, Nassarius yamai TAJ<EYAMA. Vicaryella ishiiana simizui 0TuKA etc. (YoKoY A 1\J A), Sanguinolan·a minoensis 2. Doshzia nomurai OnrJ\A, Nippono­ (YoKOYAI\1,\), Cyclina japotzica KA:o.JADA marcia uakamurai I 1< •mE, Gibbula and Ceritltium kanelzarai FuJITA and lukiyosicnsis (On.:o.JA et SAKA) etc. 0GosE etc. and indicates the sandy 3-a. Vicmyella ~~~lziiaua (YoKoYAMA), brackish environments. Ccrithium kaneharai FuJITA et Lucinoma acutilineata (Co:-~uAu) is the 0GosE, Sanguinolaria minoensis common and important species in this (YoKOYA~lA) etc. district. Two different occurrences are 3-b. Turritella s-lzataii NoMURA, Euspi1·a known ; the one being autochthonous mcismzsis MAKIY Al\IA, Protorotella showed by the attached valves is in the togaricnse MAKIYAl\IA etc. muddy and silty sediment and tt:e other JVallucina okumurai hoiGAWA n. sp. ca!'e being allochthonous is in the sand­ Pl. 1, figs. 1, 2. stone. In the former case, this species is a good indicator of an environment Shell small, suborbicular, as long as under a mttddy inland sea. high, thin, moderately inflated, roundly On the 1\Iiocen~ Lucinidae from the Mizunami Group. Japan. 3 produced anteriorly : antero-dorsal mar­ Genus Pillucina PILSBRY 1921 gin short, concave : p<>Stero-dorsal side slightly convex, graduall}· descending to Pillucina (Sydlorina) yokoyamai (0TUKA) posterior margin : anterior margin round­ Pl. 1, figs. 4, 5. ed : ventral side arched : beak small, 1934: Lucina yokoyamai Ona;:A, Bull. Earthq. prominent; sculpture consisting of fine Res. ltzst. Tokyo Imp. Univ. Vol. 12. p. regular concentric lamellae and obscure 615. pl. 47. figs. 29-32. radiating striae ; dorsal area more or 1935: Luci11a (Lucinisca) yokoyamai OTUKA, less marked: lunule small, cordate, four. Fac. Sci. Imp Univ. Tokyo, Vol. dissymetric: hinge plate narrowly long, 5, p. 27. pl. •1. fig. 38. delicate: cardinal and lateral teeth frail, Shell small in size, suborbicular. as well developed: inner margin denticulate; long as high, moderately convex: beak inner side with fine radiating striae. smalL pointed, turned inwards, touching, Dimensions:- Height. 5 mm., length, placed slightly back of dorsal margin: 4.5mm. antero·dorsal margin short, concave, Holotype :- ]C 1500001, Paratype :- JC bluntly angled to subrounded anterior 1500002. margin: postero-dorsal margin also Remarlls :- This species is closely short. nearly straight descending to subtruncated J:OSterior margin ; ventral resembling TVallucina habei hoiGAWA, 1955, but it is distinguished in having margin regular:y rounded. connecting the thin and inflated shell with the fine both to posterior and anterior ends concentric lamellae, and the narrowly gradually ; sculpture consisting of many delicate hinge plate. Wallucina lamyi radiating striae · crossed by concentric CHAVAN, 1938 is another allied species incremental lines: radiating striae not but the present species has the thinner di\'aricate. weak at middle part; con­ and more orbicular shell, and its hinge centrics fine, ocassionally strong; lunule plate is more delicate v.ith the fine and ovate. deep, well marked; teeth of right frail teeth. valve consisting of a cardinal and 2 laterals : teeth of left valve consisting This species is named in honor of
Load more

Recommended publications
  • Response and Earthquake Induced Damage of Underground Structures in Rock Mass
    Response and Earthquake Induced Damage of Underground Structures in Rock Mass Ömer Aydan* Yoshimi Ohta* Melih Geni** Naohiko Tokashiki*** K. Ohkubo**** *Tokai University, Department of Marine Civil Eng., Shizuoka, Japan Email: [email protected] **Zonguldak Karaelmas University, Mining Engineering Dept., Zonguldak, Turkey ***Ryukyu University, Civil Engineering Dept., Okinawa, Japan ****Nakanihon Expressway Company, Tokyo, Japan ABSTRACT Underground structures are generally known as earthquake-resistant structures as compared to surface structures. Nevertheless, the recent earthquakes showed that underground structures are also vulnerable to earthquakes. There may be several reasons for such damage such as high ground motions and permanent ground movements. This study attempts to describe various forms of damage to underground structures such as tunnels, caverns, natural caves and abandoned mines during major earthquakes. Results of various model tests on shaking table are also presented to show the effect of ground shaking on the response and collapse of underground structures in continuum and discontinuum. Furthermore, some empirical equations are proposed to assess the damage to underground structures, which may be useful for quick assessments of possible damage. Keywords: Underground opening; Earthquake damage; Fault; Shaking; Concrete lining 1. INTRODUCTION It is well known that the underground structures such as tunnels and powerhouses are generally resistant against earthquake-induced motions (Dowding and Rozen, 1978; Sharma & Judd, 1991). However, they may be damaged when permanent ground movements occur in/along the underground structures. There are several examples of damage to tunnels due to permanent ground movements during, for example, 1930 Tanna, 1978 Izu-Oshima-Kinkai, 1995 Kobe, 1999 Düzce-Bolu, 1999 Chi-chi, 2004 Chuetsu, 2005 Kashmir and 2008 Wenchuan earthquakes.
    [Show full text]
  • Izu Peninsula Geopark Promotion Council
    Contents A. Identification of the Area ........................................................................................................................................................... 1 A.1 Name of the Proposed Geopark ........................................................................................................................................... 1 A.2 Location of the Proposed Geopark ....................................................................................................................................... 1 A.3 Surface Area, Physical and Human Geographical Characteristics ....................................................................................... 1 A.3.1 Physical Geographical Characteristics .......................................................................................................................... 1 A.3.2 Human Geographical Charactersitics ........................................................................................................................... 3 A.4 Organization in charge and Management Structure ............................................................................................................. 5 A.4.1 Izu Peninsula Geopark Promotion Council ................................................................................................................... 5 A.4.2 Structure of the Management Organization .................................................................................................................. 6 A.4.3 Supporting Units/ Members
    [Show full text]
  • Upgrading Narrow Gauge Standards
    JAPANESE RAILWAY HISTORY 6 Upgrading Narrow Gauge Standards Shinichi Kato When the railways were nationalized Unification of standards and gauges persistently advocated by many in the between 1906 and 1907, the skeleton of was accomplished by incorporating the railway industry, and the debate spurred the nationwide trunk rail network was latest technologies. The process was con- extensive research reconfirming the dis- nearly completed, as mandated in the current with the industrial revolution in advantages of narrow gauge. In other Railway Construction Act of 1892. At the Japan, which occurred between the 1890s words, the railway authority tried to en- end of 1907, nationalized railway lines in and the 1900s, followed by the burgeoning sure the upgrading of railroad facilities by operation totalled 7,165 km. Construction of the heavy and chemical industries in adopting technical standards equivalent continued and 2,677 km of line were the 1910s. Rapid development of railway to those for standard gauge as far as pos- added by the end of 1919. In addition to technology formed an integral part of the sible within the restraints of the narrow active line expansion, the first decade af- industrialization process and boosted gauge. ter the nationalization up to the 1910s transport capacity significantly. Govern- Construction gauge, loading gauge, dis- was characterized by vigorous efforts to ment railways, a gigantic industrial cus- tance between track centres, bridge speci- improve the quality of facilities. tomer, also had an engineering arm cover- fications, and other standards were estab- The nationalization of railways was ac- ing basic research and manufacturing, lished on the basis of standard gauge.
    [Show full text]
  • The Vitality and Resilience of Inherited Japanese Houses －100 Years of Shimizu-Gumi Houses－
    The Vitality and Resilience of Inherited Japanese Houses －100 Years of Shimizu-gumi Houses－ Preface Since its foundation in 1804, residential architecture had been one of the primary business focuses for Shimizu-gumi, the present Shimizu Corporation. Many books have been published to showcase its works, such as Sekkei zushū, jūtaku no maki, ji 1907 nen shi 1923 nen (Drawing collection: house, from 1907 to 1923) and Sekkei zushū, shitsunai narabini kagu dentō no maki, ji 1909 nen shi 1913 nen (Drawing collection: interior, furniture and lighting, from 1909 to 1913). These books feature painted drawings of large houses, which could be considered mansions in the Western sense, designed and built by Shimizu-gumi, and include plans, elevations, development plans, and illustrations of furniture. The books enable the reader to visualize many aspects of mansions in the Meiji era (1868-1912) and Taisho era (1912-1926,) and to understand how these mansions were significant as elements of urban culture. Additionally, an academic work based on these earlier texts was published to commemorate the 60th anniversary of the Housing Research Foundation JUSOKEN: Meiji/Taisho no teitaku, Shimizu-gumi sakusei saishiki-zu no sekai (Mansions in Meiji and Taisho, the world of colored drawings created by Shimizu-gumi, Kashiwashobo, 2009, currently unavailable). This book is the product of joint research by “Shimizu Kensetsu Teitaku Shiryō Kenkyūkai” (Shimizu Corporation Mansion Document Study Group, 2004 to 2009) in the “Jūtaku Shiryō Iinkai” (Committee for historical materials about houses) of Jusoken. For the next phase of study, surveys and research on Jūtaku kenchiku zushū (Residential architecture catalog, 1st volume: 1935, 2nd volume: 1939) should be conducted.
    [Show full text]
  • Ground Magnetic Anomalies in the Tanna Fault and Their Implications
    J. Geomag. Geoelectr., 43, 741-754, 1991 Ground Magnetic Anomalies in the Tanna Fault and Their Implications Yasukuni OKUBO, Keiko MIZUGAKI, and Hiroshi KANAYA Geological Survey of Japan, Tsukuba 305, Japan (Received April 9, 1991; Revised June 10, 1991) The Tanna fault is a left lateral fault extending in the middle of the Izu Peninsula. We carried out a detailed ground magnetic survey at a grid spacing of 50 to 150 m along the Tanna fault and constructed a magnetic model based on the ground survey with the help of drilling data in the Tanna basin and measurement of rock magnetism. Total intensity distribution obtained by the ground magnetic survey represents a distinguished contrast forming relative magnetic highs in the west to the fault and lows in the east. The Tanna fault is a remarkable border terminating magnetic highs. Drillings revealed that formations filling the Tanna basin are mainly the middle Pleistocene Taga volcanics which possess high susceptibility as a whole. A recent work suggests that the Taga volcanics were produced in normal polarity and had strong remanent magnetization. Therefore, remanent magnetization is inferred to be dominant in the total magnetization. The magnetic contrast forms almost a north-south trend throughout the study area. The magnetic modeling using E-W profiles delineated strong normally magnetized sources of 6 A/ m confined to the west to the fault. Three drillings indicated that the east formations to the fault were wholly disintegrated and the west formations, by contrast, included fresh lavas. These evidences suggest that the major cause of magnetic contrast is not the difference of geologic unit but instead the weakened remanent magnetization in the east adjacent area to the fault.
    [Show full text]
  • Memorial to Hisashi Kuno 1910-1969
    MEMORIAL TO HISASHI KUNO 1910-1969 HELEN L. FOSTER U. S. Geological Survey, Menlo Park, California Professor Hisashi Kuno, an Honorary Fellow of The Geological Society of America since 1958, died of cancer in Tokyo, Japan, on August 6, 1969. The loss of Dr. Kuno is keenly felt in scientific circles throughout the world where he had become known as a leader and original thinker. No discussion of pyroxenes, basalts, andesites, or upper mantle problems was complete without Professor Kuno or ref­ erence to his work. Hisashi Kuno was born in central Tokyo, the Kanda district, on January 7, 1910, the eldest child of Kamenosuke and Tome Kuno. His father was an artist specializing in Japanese painting. Kuno commenced his education in the Negishi Primary School in Tokyo and in Tokyo Metropolitan 5th Junior High School. He then attended the Second High School in Sendai, a school noted for starting many outstanding Japanese geologists on their careers. Here, young Kuno preferred skiing and mountain climbing to study but, nevertheless, became sufficiently interested in geology to choose it as his life work. Several of his fellow students also became noted geologists, and as is traditional in Japan, he and his classmates maintained a close comradeship throughout life. In later years, whenever possible, Kuno returned to a mountain hut on Mt. Zao west of Sendai for climbing, skiing, and reminiscing with his school friends. In 1929 Kuno entered Tokyo Imperial University (now University of Tokyo). Even though the Geological Institute at Tokyo Imperial University had long been staffed with outstanding foreign and Japanese geologists, this was a particularly stimulating period in Japanese science and geology.
    [Show full text]
  • Of Genetics （Japan）
    OF MISIMA， JAPAN August，1964 N ／ 嚇 磁コO k『邑 P 幻図囮唖 口認1● 己コ：5 珍M吻・ 吻T 目關OZ 、 L 口 ノ 1’ L 隠 膨 L w L 目 1 － 4，800 F G目ゴ 唖G 田一G G Plan of the Site A Old Building N Poultry House B Adjoining Building and Library O Testing House C Glasshouse P Colony Houses D Transformer Substation Q Radio－isotope Laboratory E Air－conditioned Greenhouse R Second Mousery F Garage S Isolation Greenhoug． e G Residences T Rice Laboratory H Barn u Special Silkworln I」aboratory I Sericultural Laboratory V Mulberry Greenhouse J First Mousery W Main Building K Pump House X γ・Greenhouse L Experimental Fields Y Operation Room M Field Workroom Z Short・day Paddy Fields CONTENTS Location and Campus．．．．．．．．．．．，，，．．．．．．．．．，＿＿＿＿、＿＿．．＿ 1 History．．．．◆亀．．．．、．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．． 1 0、ganization and Staff ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．． 2 Buildings and Equiprnents ．．．．．．．．．．．．．．．．．．．．．． 4 Research Activities．．．．．．．． 9 Stocks Maintained．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．23 Publications．．．．．．．．．．．．．．．．．．．．．．．．．．∋．．．．．．．．．．．．．．．台．．．．．．．．．．．．．．．27 NATIONAL 1NSTITU’「E OF GENETICS （JAPAN） Location and Campus The National Institute of Genetics is fact， Misima is located at the center of the located in a suburb of the city of Misima Fuji－Hakone－lzu District， which is one of in Sizuoka Prefecture， about a hundred the rnost beautiful spots in the country， kilometers west of Tokyo． It takes two with beautiful Mt． Fuji in the background hours by express train and two and half of the city． The countryside is known for hours by local
    [Show full text]
  • SITE FEASIBILITY of STAI”0RD's PROPOSED 2-MIIX LMEAR Frank
    SITE FEASIBILITY OF STAI”0RD’S PROPOSED 2-MIIX LMEAR EI;ECTRON ACCEWOR BY Frank W. AtehLey Robert 0. Dobbs Stanford University JufY 1959 Rrofessor E. Le Ginzton, Director Micrawme Laboratory Stanford University Stanford, California Dew Dr. Ginzton: Presented herewith is our report on the site feasfbility df the proposed lineas accelerator based on information acquired to date, including documentation where possible. It is our considered opinton that wlth respect to geogrqhic loea- tion, topography, relative construction costs, and natural. hazards, the proposed site is a feasible location for the planned accelerator. Very truly youps, Ifrank W, Atchley RESEARCH ASSOCIATES (Geologists) ii CONTENTS Page INTRODUCTION 1 SUMMARY AND CONCLUSIONS 2 SITE REQvrri'EMENTS 4 SITE FEASIBILITY FACTORE 6 Construction Costs Tunnel Hazards NATufiE OF EARTHQUAKk3 9 Types of Earthquake Damage EARTHQUAKES IN THE SAN FRANCISCO BAY =ION 15 EFFECTS OF EARTR&UAI(ES ON TUNNELS 19 TUNNELS IN CALIFORNIA 20 GENERAL GEOLOGY 23. Regional Geology LocaS. Geology APPRAISAL OF PROJECT HAZARDS 23 APPENDICES 25 A, MEep of Earthquake Epicenters in San Francisco Area B. Effects of Earthquakes on Tunnels, by C. Me Duke and D, J. Lee& C, List of California Water Tunnels D. Engineering Geology of the Proposed Site of Project "M", Stanford, Calif., by H, C. Langerfeldt and L, W, Vigrass E. Engineering Ccnrrpany Summesy RepoPts P. Utah Construction Ccarrpmy 2. Bechtel Corporation 3. Kaiser Engineers F. Selected References iii 1 INTRODUCTIQN The purpose of this report is to assemble the information acquired to date concerning the feasibility of the Stanford site for the proposed 2-mile linear electron accelerator.
    [Show full text]
  • The Shinkansen Program: Transportation, Railway, Environmental, Regional, and National Issues
    The Shinkansen Program: Transportation, Railway, Environmental, Regional, and National Issues Straszak, A. IIASA Collaborative Paper August 1981 Straszak, A. (1981) The Shinkansen Program: Transportation, Railway, Environmental, Regional, and National Issues. IIASA Collaborative Paper. IIASA, Laxenburg, Austria, CP-81-702 Copyright © August 1981 by the author(s). http://pure.iiasa.ac.at/1761/ All rights reserved. Permission to make digital or hard copies of all or part of this work for personal or classroom use is granted without fee provided that copies are not made or distributed for profit or commercial advantage. All copies must bear this notice and the full citation on the first page. For other purposes, to republish, to post on servers or to redistribute to lists, permission must be sought by contacting [email protected] IIASA COLLABORATIVE PROCEEDINGS SERIES THE SHINKANSEN PROGRAM IlASA COLLABORA'TIVE PROCEEDINGS SERIES CP-81-S1 LARGE-SCALE LINEAR PROGRAMMING Proceedings of a I IASA Workshop, 2-6 June 1980 G.B. Dantzig, M.A.H. Dempster, and M.J. Kallio, Editon CP-81 -S2 THE SHINKANSEN PROGRAM: Transportation, Railway, Environmental, Regional, and National Development Issues A. Straszak, Editor THE SHINKANSEN PROGRAM Transportation, Railway, Environmental, Regional, and National Development Issues A. Straszak, Editor INTERNATIONAL INSTITUTE FOR APPLIED SYSTEMS ANALYSIS Laxenburg, Austria 1981 lnternational Standard Book Number 3-7045-0011-9 Collaborative papers in this Special series sometimes report work done atthe International Institute for Applied Systems Analysis and sometimes work done elsewhere. They are reviewed at IIASA, but receive only limited external review, and are issued after limited editorial attention. The views or opinions they express do not necessarily represent those of the Institute, its National Member Organizations, or other organizations supporting the work.
    [Show full text]
  • Army Service Forces Manual M 35
    ARMY SERVICE FORCES MANUAL M 35 CIVIL AFFAIRS HANDBOOK JAPAN SECTION 11: TRANSPORTATION SYSTEMS erson nownl to be in the o ntained in restricted documents and o undoubted loyalty and of restricted mUnite States and to persons work, butrized milnot arye discretion who are cooperating in Government dcommunicated to the public or to the press except by authorized military uic ation aen (ee also par. 23b, R 380-5, ar1944 agencies. public relations HEADQUARTERS, ARMY SERVICE FORCES 2 2 AUGUST 1944C ARMY SERVICE F RCESM NU A L M 354-11 Civil Affairs CIVIL AFFAIRS HANDBOOK JAPAN SECTION 11: TRANSPORTATION SYSTEMS Headquarters, Army Service Forces, 22 August 1944 Headquarters, Army Service Forces, 22 August 1944 - DISSEMINATION OF RESTRICTED MATTER.-The Infor- mation contained in restricted documents and the essential characteristics of restricted material may be given to any person known to be in the service of the United States and to persons of undoubted loyalty and discretion who are cooperating in Government work, but will not be communicated to the public or to the press except by authorized military public relations agencies. (See also par. 23b, AR 380-5,15 Mar 1944.) United States Government Printing Office, Washington : 1944 - ii )MBRING SYSTEM 037 ARMY SERVICE TORCES MANUALS' The. main eubject matter of each Army Service Forces Manual is indi- cated by consecutive numbering within the following categories: Ml 199 Basic and Advanced Training M100 = 1199 Army Specialised Training Program and Pre- Induction Training M200 M299 Personnel and Morale M300 1399 Civil Affairs M400 M499 Supply and Transportation M500. 1599 Pi scal 1600 1699 Procurement and Production M700 1799 Administration .1800 M899 Miscellaneous 1900 up Equipment., Materiel, Housing and Construction a * * a UEADQ,UARTRS, ARMY SERYICI 7ORCES Washington, D.
    [Show full text]
  • Tokyu Construction / 1720
    Tokyu Construction / 1720 COVERAGE INITIATED ON: 2020.05.21 LAST UPDATE: 2021.01.06 Shared Research Inc. has produced this report by request from the company discussed in the report. The aim is to provide an “owner’s manual” to investors. We at Shared Research Inc. make every effort to provide an accurate, objective, and neutral analysis. In order to highlight any biases, we clearly attribute our data and findings. We will always present opinions from company management as such. Our views are ours where stated. We do not try to convince or influence, only inform. We appreciate your suggestions and feedback. Write to us at [email protected] or find us on Bloomberg. Research Coverage Report by Shared Research Inc. Tokyu Construction / 1720 RCoverage LAST UPDATE: 2021.01.06 Research Coverage Report by Shared Research Inc. | https://sharedresearch.jp INDEX How to read a Shared Research report: This report begins with the trends and outlook section, which discusses the company’s most recent earnings. First-time readers should start at the business section later in the report. Executive summary ----------------------------------------------------------------------------------------------------------------------------------- 3 Key financial data ------------------------------------------------------------------------------------------------------------------------------------- 6 Recent updates ----------------------------------------------------------------------------------------------------------------------------------------
    [Show full text]
  • History of Geotechnical Earthquake Engineering in Japan
    th The 14 World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China HISTORY OF GEOTECHNICAL EARTHQUAKE ENGINEERING IN JAPAN 1 I. Towhata 1 Professor, Dept. of Civil Engineering , University of Tokyo, Tokyo, Japan Email: [email protected] ABSTRACT : Japan is vulnerable to earthquakes and has historically experienced many kinds of seismic damages. The modern earthquake engineering was initiated by introduction of the seismic coefficient method. It was applied to geotechnical engineering as the Mononobe-Okabe dynamic earth pressure theory in 1920s. The 1923 Kanto earthquake supplied a valuable knowledge on the effects of local soil conditions on the damage extent. Liquefaction attracted the first engineering concern after the 1964 Niigata earthquake. Since then, the points of concern have varied from its causative mechanism and assessment of liquefaction risk through preventive measure to consequence of liquefaction and its prediction in the context of performance-based design principle. Moreover, many technologies have developed to mitigate the liquefaction risk. In addition to reinforcing structures as has been conventionally done, the development of lifelines since 1980s resulted in real-time earthquake engineering. Thus, there are many ideas and evolution of geotechnical earthquake engineering in Japan which is frequently attacked by earthquakes and is actually a natural laboratory of earthquake engineering. KEYWORDS: seismic coefficient, earth pressure, history, geotechnical, liquefaction 1. INTRODUCTION Located on the boundary between the Pacific Ocean and the Eurasian Continent, Japan has historically experienced many strong earthquakes. The first written record of an earthquake is found in AD 413. In the 7th Century, there are already detailed written records about earthquake damages.
    [Show full text]