DDESB Technical Paper 15, Revision 3 "Approved Protective Construction"
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Fish Terminologies
FISH TERMINOLOGIES Monument Type Thesaurus Report Format: Hierarchical listing - class Notes: Classification of monument type records by function. -
Construction Guide V2 LR.Pdf
1 Introduction – protect and survive 2 Basic construction guidelines 3 Design of Concertainer structures 4 Fill selection and characteristics 5 Preconfigured structures 6 Improvised structures 7 Maintenance and repair 8 Product technical information 9 Trial information 10 Packing and shipping 11 Conversion tables 12 Contacts 1 Introduction – protect and survive Introduction – protect and survive 1.01 HESCO® Concertainer® has Delivered flat-packed on standard been a key component in timber skids or pallets, units providing Force Protection since can be joined and extended the 1991 Gulf War. using the provided joining pins and filled using minimal Concertainer units are used manpower and commonly extensively in the protection of available equipment. personnel, vehicles, equipment and facilities in military, Concertainer units can be peacekeeping, humanitarian installed in various configurations and civilian operations. to provide effective and economical structures, tailored They are used by all major to the specific threat and level military organisations around of protection required. Protective the world, including the UK structures will normally be MOD and the US Military. designed to protect against ballistic penetration of direct fire It is a prefabricated, multi- projectiles, shaped charge cellular system, made of warheads and fragmentation. Alu-Zinc coated steel welded HESCO Guide Construction for Engineers mesh and lined with non-woven polypropylene geotextile. Introduction – protect and survive 1.02 Protection is afforded by the fill In constructing protective material of the structure as a structures, consideration must consequence of its mass and be given to normal structural physical properties, allied with design parameters. the proven dynamic properties of Concertainer units. The information included in this guide is given in good faith, Users must be aware that the however local conditions may protection afforded may vary affect the performance of HESCO Guide Construction for Engineers with different fill materials, and structures. -
Appendix 1: Three Level Hierarchy Monument Classification System
New Forest Remembers: Untold Stories of World War II April 2013 Appendix 1: Three Level Hierarchy Monument Classification System Top Term Broad Term Monument Type ADMIRALTY SIGNAL ESTABLISHMENT ADMIRALTY SIGNAL STATION AIRCRAFT CRASH SITE AIRSHIP STATION AUXILIARY FIRE STATION AUXILIARY HOSPITAL BOMB CRATER BOMBING RANGE MARKER AIR DEFENCE SITE AIR DEFENCE SITE ANTI AIRCRAFT BATTERY AIR DEFENCE SITE ANTI AIRCRAFT BATTERY ANTI AIRCRAFT BATTERY COMMAND POST AIR DEFENCE SITE ANTI AIRCRAFT BATTERY ANTI AIRCRAFT GUN EMPLACEMENT AIR DEFENCE SITE ANTI AIRCRAFT BATTERY BATTERY OBSERVATION POST AIR DEFENCE SITE ANTI AIRCRAFT BATTERY HEAVY ANTI AIRCRAFT BATTERY AIR DEFENCE SITE ANTI AIRCRAFT BATTERY LIGHT ANTI AIRCRAFT BATTERY AIR DEFENCE SITE ANTI AIRCRAFT BATTERY Z BATTERY AIR DEFENCE SITE ANTI AIRCRAFT GUN TOWER AIR DEFENCE SITE ANTI AIRCRAFT OPERATIONS ROOM AIR DEFENCE SITE BARRAGE BALLOON SITE AIR DEFENCE SITE BARRAGE BALLOON SITE BARRAGE BALLOON CENTRE AIR DEFENCE SITE BARRAGE BALLOON SITE BARRAGE BALLOON GAS DEPOT Maritime Archaeology Ltd MA Ltd 1832 Room W1/95, National Oceanography Centre, Empress Dock, Southampton. SO14 3ZH. www.maritimearchaeology.co.uk Page 1 of 79 New Forest Remembers: Untold Stories of World War II April 2013 Top Term Broad Term Monument Type AIR DEFENCE SITE BARRAGE BALLOON SITE BARRAGE BALLOON HANGAR AIR DEFENCE SITE BARRAGE BALLOON SITE BARRAGE BALLOON MOORING AIR DEFENCE SITE BARRAGE BALLOON SITE BARRAGE BALLOON SHELTER AIR DEFENCE SITE SEARCHLIGHT BATTERY AIR DEFENCE SITE SEARCHLIGHT BATTERY BATTERY OBSERVATION -
Zehr 10781508.Pdf (2.926Mb)
SYMPATHETIC DETONATIQ IN LONG BORE HOLES Norman R. Zehr ProQuest Number: 10781508 All rights reserved INFORMATION TO ALL USERS The quality of this reproduction is dependent upon the quality of the copy submitted. In the unlikely event that the author did not send a com plete manuscript and there are missing pages, these will be noted. Also, if material had to be removed, a note will indicate the deletion. uest ProQuest 10781508 Published by ProQuest LLC(2018). Copyright of the Dissertation is held by the Author. All rights reserved. This work is protected against unauthorized copying under Title 17, United States C ode Microform Edition © ProQuest LLC. ProQuest LLC. 789 East Eisenhower Parkway P.O. Box 1346 Ann Arbor, Ml 48106- 1346 A thesis submitted to the Faculty and Board of Trustees of the Colorado School of Mines in partial fulfillment of the requirements for the degree of Master of Science. Signed * Norman R. Zehr Golden, Colorado Date £Tovn«_ 6_____ 1955 App^oyjM L . J-l Parkinson Head, Mining Department Golden, Colorado Date . 1955 ACKNOWLEDGMENTS The author wishes to express his sincere ap preciation to those students of the Colorado School of Mines who assisted in the experimental work, and in particular to thank the following persons: Professor G. T. Bator of the Mining Department of the Colorado School of Mines. Professor E. G. Fisher of the English Department of the Colorado School of Mines, My wife, Irma, who assisted in the preparation of the manuscript. CONTENTS Abstract .... ............ Introduction ................. Location of Experiments . Equipment and Materials , Equipment . ... Materials ........ Basic Concepts .............. -
Reference Manual to Mitigate Potential Terrorist Attacks Against Buildings December 2003
Risk Management Series Reference Manual to Mitigate Potential Terrorist Attacks Against Buildings December 2003 FEMA FEMA 426 FEMA 426 / December 2003 RISK MANAGEMENT SERIES Reference Manual to Mitigate Potential Terrorist Attacks Against Buildings PROVIDING PROTECTION TO PEOPLE AND BUILDINGS www.fema.gov Any opinions, findings, conclusions, or recommendations expressed in this publication do not necessarily reflect the views of FEMA. Additionally, neither FEMA or any of its employees makes any warrantee, expressed or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, product, or process included in this publication. Users of information from this publication assume all liability arising from such use. he creation of the Department of Homeland Security (DHS) is one of the most significant transformations in the Federal Government in decades, establishing a department T whose first priority is to protect the nation against terrorist attacks. Within the DHS, the Directorate of Emergency Preparedness and Response (EP&R) is focused on ensuring that our nation is prepared for catastrophes, including both natural disasters and terrorist assaults. Central to this mission is the protection of people and the critical infrastructure of the built environment. This Reference Manual to Mitigate Potential Terrorist Attacks Against Buildings provides guidance to the building science community of architects and engineers, to reduce physical damage to buildings, related infrastructure, and people caused by terrorist assaults. The comprehensive approach to understanding how to improve security in high occupancy buildings will better protect the nation from potential threats by identifying key actions and design criteria to strengthen our buildings from the forces that might be anticipated in a terrorist assault. -
A Roman Watchtower on the Gask Frontier W S Hanson* & J G P Friellf
Proc Soc Antiq Scot, (1995)5 12 , 499-519 Westerton: a Roman watchtower on the Gask frontier W S Hanson* & J G P Friellf ABSTRACT The excavation of the Roman timber watchtower at Westerton was undertaken to obtain dating evidence and a complete plan. The four-post tower was more elongated in plan than anticipated provided frontwas the at and with steps giving accessfirst-floorthe to level,a feature readilynot paralleled excavatedin towers anywhere Romanthe in Empire.one The fragment f probableo mortarium recovered frome singleth enclosing ditch s commensuratei with a Flavian date. Disturbance of the post-holes indicated that the tower had been deliberately demolished. The tower consideredis relationin otherto adjacent examples which Gask makethe up frontier. The function of this system is discussed and placed in its broader historical context. INTRODUCTION existence Th seriea f eo f timbe o s r towers alon Gase gth k Ridg lons eha g been known beste Th . - preserved examples follow the line of the Roman road to the east of the fort at Strageath along this low ridge of hills, which runs approximately east/west immediately to the north of the river Earn. e numbeTh f siteo r s know s grownha n ove pase , largelyear0 th rso 5 t r o sy through aerial reconnaissance resulta s A . , somattested w tower7 1 eno e e distributiosar th , f whicno h extends beyon Gase dth k Ridg enorth-easte botth o ht , towarde th o fore t t Berth Taye sth a d t th an , n ao south, past the fort at Ardoch (illus 1). -
DO NOT CIRCUWTE ~ I (L)
LA-6711-MS Informal Report Special Distribution =. Issued: February 1977 4- / .. -<. —.-. : Ca ● “> Hazard Classification Test of Mixed-Load 30-mm GAU-8 Ammunition I by Bonfire Cookoff and Sympathetic Detonation Testing by J. C. Elder M. 1. Tillery H. J. Ettinger r 1 DO NOT CIRCUWTE ~ —r I I PERMANENT RETENTION REQUIREDBY CONTRACT : L — ..- 10s(l) adar scientific la b-r ‘ w 1“ of the University of Califc,’t.. LOS AL AMOS, NEW ME XIC~ q7’Q~ J- II An Affirmative Action/Equal Oppo I P“-”-”~ uNITED STATES ENERGY RESEARCH AND DEVELOPMENT ADMINISTRATION CONTRACT W.7405-ENG. 36 This work was supported by the US Air Force Armament Laboratory (AFATL), Eglin AFB, Florida, under the US Energy Research and Development Administration Reimbursable Project R441. -. ,3: F.%::,Y:*:S”G:C::::;,:EZ: nor IIK ltnitrd S1. !rII Knems %se. r.h ●nd l)Iw-I. mat Ad. ml.i.t..ti. m.nor . of Ih.lt ernpl.wx.s. nor .m. OR,., .. lrwtw.. .ubmntr..lor.. w tht.lr ,m,lowes. rn.ka am, w.rr..l*. .. P.... or implitd . ..meb .nv Icc.1 li.h81i@b or mmn. tihilsls. r.r th. .-U-C*. convleten”.. or umefulm-. of ..,. I. f.rm.t,,,..,.pp. r.tu., pmdw. or prm-a. dlwlacd. or WV.*W th.1 II* usc w..M no! in fti. m DAMA owned riaht.. HAZARD CLASSIFICATION TEST OF MIXED-LOAD 30-mm GAU-8 AMMUNITION BY BONFIRE COOKOFF AND SYMPATHETIC DETONATION TESTING by J. C. Elder, M. I. TMery, and H. J. Ettinger Industrial Hygiene Group Health “Division Los Alamos Scientific Laboratory University of California Los Alamos, New Mexico 87545 ABSTRACT A hazard classification test of mixed-load (high explosive and armor- - l_ piercing) 30-mm GAU-8 ammu&ion was performed in October, 1976, for the ecJJ U.S. -
Field Fortifications
WAR DEPARTMENT FIELD MANUAL CO P S OF ENGINEERS FIELD FORTIFICATIONS WAR DEPARTMENT : 14 FEBRUARY, 1944 WAR DEPAR TMENT FIELD MANUAL FMA 5-15 Tii, manual supnrde FM 5-15, October 940, including C 1, 2 April 1941, and C 2, 10 December 1941; and .o murA of Training Cireular ,o.52,. ar Departmenl. 1942, as prtains lo FM 5-15; Trainnt Circa.a No. 96, War Departmntr, 1943. CORPS OF ENGINEERS FIELD FORTIFICATIONS WAR DEPA4RTMENT I4 FEBRUARY 1944 Unted Sa4,r Covrnmet Prinnt Offic r'asltingto J944 WAR DEPARTMENT, WAsIfaNGTON 25, D. C., 14 February 1944. FM 5-15, Corps of Engineers Field Manual, Field Fortifications, is published for the information and guidance of all concerned. [A. G. 300.7 (16 Jun 48).] BY ORDER OF TIJE SECRETARY OF WAR: G. C. MARSHALL, Chief o Staff. O1FICIAL: J. A. ULIO, Major General, T'he Adjutant General. DISTRIBUTION: B and H 1, 2, 4, 6, 7,17, 44 (4); R 1-4, 6, 7,17, 18, 44 (5); Bn and H 5,19 (5); C 5 (10). (For explanation of symbols see FM 21-6.) CONTENTS Parraiphs Page CHAPTER 1. GENERAL.-- _-_.----. 1-2 1 CHAPTER 2. TERRAIN EVALUA- T.ION. Section 1. General -.------------------- 3-9 3 II. Aids to the study of terrain --_ 10-11 7 III. Tactical study of terrain .---- 12-17 23 CHAPTER 3. GENERAL FORTIFI- CATION TECHNIQUE. Section I. Tools and materials -.-------- 18-19 26 II. General technique ..-. 20-27.... 28 CHAPTER 4. ENTRENCHMENTS AND EMPLACEMENTS. Section I. General -.-.-.-.. .... 28-29 47 II. Infantry entrenchments for hasty fortifications -. -
Stick Bomb for 37-Mm Antitank Gun
THE COMMAND AND GENERAL STAFF SCHOOL LIBRARY 940 5-HI-D Class Symbol... 60720 Accession Number TACTICAL AND TECHNICAL TRENDS No. 21 March 25, 1943 Prepared for ARMY GROUND AND AIR FORCES AND SERVICES OF SUPPLY by MILITARY INTELLIGENCE SERVICE, WAR DEPARTMENT CONTENTS SECTION I Page Air 1. The Me-323 Transport 1 Antiaircraft 2. German Air-Raid Warning System 3 Antitank 3. German AA Guns for Use against Mechanized Vehicles . 4 4. German 76.2-mm Self-Propelled Gun 6 5. Finnish Tank Traps Over Frozen Rivers 8 Armored Force 6. Pz. Kw. 3 with 75-mm Gun 11 Chemical Warfare 7. Three Japanese Lacrimatory Weapons 11 Engineers 8. Japanese Field Works at Buna '17 Infantry 9. Japanese Ruses - Buna Area 18 10. Japanese Tactics on Guadalcanal 18 Ordnance 11. Italian 45-mm Mortar 19 12. Some Notes on German Weapon Development 22 Quartermaster 13. Axis Use of Diesel Oil for Anti-Freeze 26 14. Gas and Oil in German Mechanized Vehicles 26 General 15. Food Available in the Jungle 28 16. Japanese Date Systems 31 Glossary 17. Code Names of Japanese Fighter Aircraft 32 SECTION II Some German Views on Fortifications 35 A. Elements of Modern Fortification Design B. The Failure of Fortifications in the 1940 Campaign Readers are invited to comment on the use that they are making of this publication and to forward suggestions for future issues. Such correspondence may be addressed directly to the Dissemination Branch, Military Intelligence Service, War Department, Washington, D. C Other publications of the Military Intelligence Service include: Special Series (published at least once a month); Intelligence Bulletin (monthly); Military Reports on the United Nations (monthly). -
Engineering Geology Field Manual
Chapter 19 BLAST DESIGN Introduction This chapter is an introduction to blasting techniques based primarily on the Explosives and Blasting Procedures Manual (Dick et al., 1987) and the Blaster’s Handbook (E.I. du Pont de Nemours & Co., Inc., 1978). Blast design is not a precise science. Because of widely varying properties of rock, geologic structure, and explo- sives, design of a blasting program requires field testing. Tradeoffs frequently must be made when designing the best blast for a given geologic situation. This chapter provides the fundamental concepts of blast design. These concepts are useful as a first approximation for blast design and also in troubleshooting the cause of a bad blast. Field testing is the best tool to refine individual blast designs. Throughout the blast design process, two overriding prin- ciples must be kept in mind: (1) Explosives function best when there is a free face approximately parallel to the explosive column at the time of detonation. (2) There must be adequate space for the broken rock to move and expand. Excessive confinement of explosives is the leading cause of poor blasting results such as backbreak, ground vibrations, airblast, unbroken toe, flyrock, and poor fragmentation. Properties and Geology of the Rock Mass The rock mass properties are the single most critical variable affecting the design and results of a blast. The FIELD MANUAL rock properties are very qualitative and cannot be suffi- ciently quantified numerically when applied to blast design. Rock properties often vary greatly from one end of a construction job to another. Explosive selection, blast design, and delay pattern must consider the specific rock mass being blasted. -
The Professionalization of the American Army Through the War of 1812
State University of New York College at Buffalo - Buffalo State College Digital Commons at Buffalo State History Theses History and Social Studies Education 8-2012 The rP ofessionalization of the American Army through the War of 1812 Robert L. Heiss State University of New York College at Buffalo, [email protected] Advisor Andrew D. Nicholls, Ph.D., Chair and Professor, History and Social Studies Education First Reader Andrew D. Nicholls, Ph.D., Chair and Professor, History and Social Studies Education Second Reader David A. Carson, Ph.D., Distinguished Service Professor, History and Social Studies Education Department Chair Andrew D. Nicholls, Ph.D., Professor of History To learn more about the History and Social Studies Education Department and its educational programs, research, and resources, go to http://history.buffalostate.edu/. Recommended Citation Heiss, Robert L., "The rP ofessionalization of the American Army through the War of 1812" (2012). History Theses. Paper 10. Follow this and additional works at: http://digitalcommons.buffalostate.edu/history_theses Part of the United States History Commons Abstract The Professionalization of the American Army through the War of 1812 The American military tradition stretches back to the militia of England. The English colonists brought a tradition of militia service and a fear of standing armies to America. Once in America, the colonies formed their own militias, using them for defense and then later for offensive operations. At the time of the American Revolution the American colonies had to combine the militia with an army. The fear of a standing army hindered the Continental Army, and then later the American Army, from being an effective force. -
FHBRO Heritage Character Statement
HERITAGE CHARACTER STATEMENT Page 1 FHBRO Number 96-51 Kingston, Ontario Redoubt FINAL DRAFT Fort Henry The Redoubt, the main work of Fort Henry, was constructed between 1832 and 1836 for the Master General, Board of Ordnance. A six-sided casemated fortification, the redoubt, was built to observe and defend the glacis on the north-west front, dominate the eastern approaches to the dockyard and naval and commercial harbour of Kingston, command the entrance to the Rideau Canal, defend the dry ditch on all faces, and provide bomb-proof space for barrack accommodation, the storage and shifting of gunpowder and other support activities. The redoubt was the work of two members of the Corps of Royal Engineers: Lieutenant Colonel Gustavas Nicolls, who produced the design and Lieutenant Colonel Ross Wright, who oversaw the construction. External modifications include: the diverting of water from the valleys between the dos d’ânes of the casemates into internal cast iron vertical pipes and the blocking up of the original gargoyles (1844-46), the replacement of the 24-pdr. SBML gun in the north-east angle with an 8-inch shell gun on a common traversing platform (1845), the dismounting of nine 24-pdr. guns (1859), the sheathing of the superior slope of the parapets in pine boards (1861-64), the replacement of the 8-inch shell gun with a 7-inch (11 0-pdr.) Armstrong Gun RBL (1875), the demolition of the west curtain (1895), the covering of the terreplein with a built-up roof and the re-sheathing of the superior slope of the parapets (1914-1 5), the