Traverses and Barricades MA03 Slide 1. Function ES PES Traverse Without traverse With traverse MA03 Slide 2 (Side Views)

Slides:

Advertisements

Similar presentations

UNIVERSITY of NORTHERN COLORADO Trenching and Shoring.

Advertisements

Measurement for Civil Engineering works

Concrete Box Culverts (CBC)

FOUNDATIONS. Components Footings Trench Formed Keyway Stepped Fireplace.

Sandbagging Techniques

5/1/2015OSHA Office of Training & Education 1. 5/1/2015OSHA Office of Training & Education 2 Subpart Q - Concrete & Masonry Construction ( )

Rural, Onsite & Small Community Wastewater & Waste Engineering Designing Soil Based Systems.

© 2006 ITT Educational Services Inc. CD230 Architectural Design & Drafting: Unit 8 Slide 1 Unit 8 Fireplace and Stair Details.

AGGREGATES There are two types of aggregates Coarse Aggregates

Foundation Systems.

Physical Properties of Soils GES175, Science of Soils.

NC STATE UNIVERSITY DEPARTMENT of SOIL SCIENCE NC STATE UNIVERSITY DEPARTMENT of SOIL SCIENCE Relating Texture to Hydraulics.

© 2006 ITT Educational Services Inc. CD230 Architectural Design & Drafting: Unit 1 Slide 1 Unit 1 CADD Part III.

Solid Sole 60 Degree Raker

AASHTO LRFD Section 11 Abutments, Piers, and Walls

I.1 ii.2 iii.3 iv.4 1+1=. i.1 ii.2 iii.3 iv.4 1+1=

I.1 ii.2 iii.3 iv.4 1+1=. i.1 ii.2 iii.3 iv.4 1+1=

COMPACTION Topic COMPACTION Presented to Dr. Ayub Elahi Presented by Group leader. M.Zeeshan haider yousaf Zia. # 14 Haider ayub # 13 Bilal ansari #35.

ERT352 FARM STRUCTURES RETAINING WALL DESIGN

CRACK CONTROL IN CONCRETE MASONRY WALLS

1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:

UNIFORM FLOW AND DESIGN OF CHANNELS

CIE Soil Mechanics and Foundations II èSoil Properties and Site Investigation èShallow Foundation Design èDeep Foundation Design èRetaining Structures.

Intro to Concrete 18.0 & 19.0 Class notes.

FOOTINGS. FOOTINGS Introduction Footings are structural elements that transmit column or wall loads to the underlying soil below the structure. Footings.

Drinking Water from Dry Riverbeds 6.6. Four types of Riverbeds 1: Hilly and stony catchments - Producing coarse sand - Extraction rate of 35% (Meaning:

Preparing Foundations for Cylinders & ASME Tanks

Small Unit Quantity Distances

1 The first thing to be considered when testing aggregate quality is the Size Number. This number regulates which set of sieves will be used to sieve the.

CONCRETE MAKING MATERIALS –II: AGGREGATE

DAMS Dept. Of Civil Engineering

Chapter 5 Construction Mortar.

Storage and Handling STORAGE AND HANDLING - INTRODUCTION: (1 SLIDE, 4 MIN) SLIDE 1 of 1: INTRODUCTION (4 min) The safe and effective storage of ammunition.

Non-clay v.s. Clay Soils Major Contents - Composition of a given soil - Properties of non-clay soils - Properties of clay soils - Soil classification -

Retaining Walls I. *Introduction

FRAMING SEMINARS 2012 PRESENTED BY KW ENGINEERING 1.

GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 10 TOPIC : 3

Dr. Dominique Derome 1 If a portion of the cavity is left empty to provide an air space (with a min. width of two inches), the wall works as a Rain screen:

Types of Buildings for Explosives Storage MA02 Slide 1.

PILE FOUNDATIONS UNIT IV.

Leads Institute of Technology & Engineering Subject Code : Name Of Subject :Building Construction Name of Unit : Soil Foundation Topic : Bearing.

PRESENTATION ON RESOURCE EFFICIENT BRICKS & FLY-ASH FILLING IN IIT ROPAR PROJECT by Er. Gopal Varshney S.E., CPWD CPWD, IIT ROPAR, PUNJAB.

Soil mechanics and foundation engineering-III (CE-434)

DIAPHRAGM WALLS.

Retaining Wall Construction Building A Timber Retaining Wall Developed by: Dr. Teri Hamlin Georgia Department of Education.

Sanitary Engineering Lecture 10 Revision

Government Engineering College, Bhavnagar Civil Engineering Third Sem

AN ACTIVE LEARNING ASSIGNMENT ON Guided By : Prof. B.M. PUROHIT 2015 SOIL MECHNICS( ) DEPARTMENT OF CIVIL ENGINEERING GOVERNMENT ENGINEERING COLLEGE,

DETERMINATION OF FIELD DENSITY BY CORE CUTTER METHOD

Concrete Box Culverts (CBC)

Fall Protection for Construction

BHAGWAN MAHAVIR COLLEGE OF ENGINEERING AND TECHNOLOGY

COMPACTION BY EQUIPMENTS

Termiticide: Method of Application

Container specifications

MODULE 4 BUILDING MATERIALS.

GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 10 TOPIC : 3

Geologic Geometry.

FBE05 – Mathematics and Statistics

Concrete A structural material made by combining cement, sand, aggregate, and water.

Pythagoras Theorem Example

ALDRC HEAD GATE FINISHED VIEW

Presentation transcript:

Traverses and Barricades MA03 Slide 1

Function ES PES Traverse Without traverse With traverse MA03 Slide 2 (Side Views)

Functional Types  An interceptor traverse  A receptor traverse  A container traverse  A screening traverse MA03 Slide 3

Interceptor Traverse ES PES MA03 Slide 4 (Top View) (Side View)

Receptor Traverse PESES PES MA03 Slide 5 (Top View) (Side View)

Container Traverse PESES PES MA03 Slide 6 (Top View) (Side View)

Screening Traverse PESES PES MA03 Slide 7 (Top View) (Side View)

Types of Traverse  Type I : Double slope earth mound  Type II: Single slope vertical face earth mound  Type III: A steep double slope earth mound  Type IV: Fully buried buildings (< 600 mm below ground level)  Type V: Wall traverses  Type VI: Natural features MA03 Slide 8

Type 1 Traverse MA03 Slide 9

Type 2 Traverses MA03 Slide 10

Type 3 Traverse MA03 Slide 11

Type 4 Traverse (bunker type) MA03 Slide 12

Type 5 Traverse MA03 Slide 13

Type 6 Traverse MA03 Slide 14

Position of Traverses PES Practical gap for handling equipment, vehicles, etc 1m IATG minimum = 1m MA03 Slide 15 (Side View)

Geometry of Traverses  Key factors: Height Width Length Slope MA03 Slide 16

Geometry of Traverses - Height Stack 2 deg Minimum traverse height 0.6m MA03 Slide 17 (Side View)

Geometry of Traverses – Height – Screening Traverse Stack 40 deg MA03 Slide 18 (Side View)

Geometry of Traverses - Width Stack 2.4 m Minimum traverse width 0.6m MA03 Slide 19 (Side View)

Geometry of Traverses - Length PES 1 m ES MA03 Slide 20 (Top View)

Geometry of Traverses – Slope Less than 26 deg MA03 Slide 21 (Side View)

Materials - Earth MA03 Slide 22 Material Description (in preference order) Grading Limits Design slope (dependent on soil mechanics) Coarse MaterialFine Material Maximum particle size Maximum content (% by weight: 20-75mm) Maximum fines content (% by weight < 63 micrograms) Maximum clay content (% by weight < 2 micrograms) Well graded sand 6.3mm0%15%5% 1:1.5 to 2 (33° to 26°) Well graded gravelly or clayey or silty sand (inorganic) 7.5mm5%20%5% 1:1.3 to 2.5 (37° to 21°) Inorganic fill Other inorganic material meeting the above grading requirements

Materials – Earth Plus Brick/Steel/Concrete MA03 Slide 23 MaterialEffectiveness compared to soil (nominal value of 1) Brick x 4 Concrete x 6 Steel x 24

Other Types of Traverse  Permanent: Walls (concrete, masonry)  Field Storage: 1.4 Ammunition Water Barriers Soil Barriers MA03 Slide 24

Quick Confirmatory Test MA03 Slide 25

Questions MA03 Slide 26