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Systematic Drilling & Blasting for Surface Excavation
EM 1110-2-3800

By U.S. Army Corps of Engineers
145 pages 1972

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This book is included in the Self Reliance Firearms & Weaponry section.

SYSTEMATIC DRILLING AND BLASTING FOR SURFACE EXCAVATIONS
EM 1110-2-3800 1 March 1972

INTRODUCTION
Purpose. This manual describes reliable or preferred procedures or concepts of drilling and blasting conducted 
during rock excavation, in order to aid design and construction personnel in related matters (para 1-4). Drilling and
blasting methods described herein are not to be regarded as official Corps of Engineers (CE) policy, but they 
should be of assistance to CE personnel in establishing policy. The manual is designed principally for the use of 
geologists and engineers who are given responsibilities in drilling and blasting projects. Such responsibilities may 
come either in the design or in the construction phase.

Applicability. The provisions of this manual are applicable to CE Divisions and Districts concerned with Civil Works 
design and construction.

References.
	a. Department of the Army publications on related subjects are listed below-:
		(1) ER 1110-2-1200 Plans and Specifications
		(2) EM 385-1-1 General Safety Requirements
		(3) EM 1110-1-1801 Geological Investigations
		(4) EM 1110-1-1806 Presenting Subsurface Information in Contract Plans and Specifications
		(5) EP 415-1-261 Construction Inspectors Guide
		(6) TM 5-332 Pits and Quarries

	b. Strict adherence to safety precautions in blasting is of utmost importance. Publications specifically on 
	safety in blasting include:
		Handbook of Electric Blasting  Atlas Chemical Industries, Inc., Explosives Division
		Manufacture, Storage, Transportation and Use of Explosives and Blasting Agents, 
		(1968 Rev Ed.) National Fire Protection Assoc.

The following are obtainable from Institute of Makers of Explosives, Lexington Ave., New York, N. Y. 10017:
		Standard Storage Magazines, 1957, Pamphlet 1
		Safety in the Handling and Use of Explosives, 1960, Pamphlet 17
		How to Destroy Explosives, Pamphlet 21
		Rules for Storing, Transporting, and Shipping Explosives, Publication 5
		American Table of Distances for Storage of Explosives, 1964, Pamphlet 2
		Do’s and Don’ts, 1964
		Radio Frequency Energy, 1968, Rev Ed., Pamphlet 20

	c. A series of CE engineer manuals on rock excavation is anticipated for the future. The drilling and 
blasting manual for surface excavations is the first of this series. Selected references that describe drilling and 
blasting procedures and results as well as specific application in construction are cited herein by superscript 
numbers; these numbers correspond to those in Appendix A, References.

Duties of Government Construction Personnel. The Resident Engineer usually bears ultimate responsibility for
major decisions but relies on his inspectors and resident geologist for advice. 

	a. Construction Inspector. The construction inspector will determine that blasting methods used by the 
	contractor are in compliance with the requirements of the plans and specifications and also that the
	work complies with the blasting program and methods submitted by the contractor to the Contracting 
	Officer. Significant deviations will be reported to the Resident Engineer for a decision. The inspector 
	will report on a Government form information concerning the program and blasting method, as discussed 
	in Chapter 8 of this manual. The inspector also should report daily observations and progress of the job 
	to the resident geologist.

	b. Resident Geologist. The resident geologist should be intimately familiar with the rocks and their 
	properties so that he, in turn, can assist the Resident Engineer regarding blasting progress and any
	problems that arise.

Specifications.
	a. The principal intent of the specifications is to inform the contractor what the work is to be and the 
	conditions he will encounter. At present, no “Guide Specifications for Civil Works Construction” on
	drilling and blasting exist. Certain provisions are included in specifications of CE Districts to ensure 
	desired results. Chapter 5 of this manual includes information on basic blasting techniques that may 
	be helpful in preparation of these specifications, and a few sample specifications are presented in 
	Appendix B.

	b. The contractor can be closely restricted by specifications that require procedures assuring no 
	damage to the excavation or adjacent structures. An advantage of this type of specification is that it 
	gives a legal basis for the Contracting Officer to supervise the contractor’s compliance. Other 
	specifications may allow the contractor relative freedom to choose his procedure as long as the final 
	excavation is satisfactory. Incentive can be included in such specifications; e.g., the contractor may 
	find it to his advantage or disadvantage in concrete payment according to whether his final rock 
	surface (after scaling) falls within the rock excavation tolerances.

Working Relationships. A cooperative spirit should be maintained among CE personnel, drillers, and blasting 
crew if the best results, are to be obtained. Although the inspector monitors the drilling and blasting operations, he 
does not take over the role of foreman for the contractor, i.e. , should refrain from giving orders directly to workmen.
A thorough knowledge of drilling and blasting techniques is the best assurance of a satisfactory job. Chapters 2 
through 5 of this manual are intended to help in this regard.

Geological Information. The geology of the project can be a major factor in a successful blasting job. The bidding
documents should reflect the geological conditions and establish procedures compatible with the results desired. 
Design memoranda and technical letters covering the geology of the project site should be made available to and 
be carefully reviewed by the field forces. For details of the effects of geological conditions on blasting, see 
Chapter  6.

Table of Contents

Chapter 1. INTRODUCTION
	Purpose 
	Applicability 
	References 
	Duties of Government Construction Personnel 
		Construction Inspector 
		Resident Geologist 
	Specifications 
	Working Relationships 
	Geological Information 

Chapter 2. MECHANICS OF BLASTING
	Explanation 
	Partitioning of Energy 
		Peak Pressure and Shock Wave 
		Elastic (Seismic) Waves 
		Air Waves 
	Fragmentation Near an Explosion 
		Zones of Deformation 
		Spalling 
		Combined Role of Expanding Gases 

Chapter 3. EXPLOSIVES AND THEIR PROPERTIES
	Explanation 
	Properties of Explosives 
		Strength 
		Detonation Velocity 
		Density and Specific Gravity 
		Detonation Pressure 
		Water Resistance 
		Fume Class 
	Ingredients of Explosives
	Dynamites 
		Straight Nitroglycerin Dynamite 
		High- Density Ammonia (Extra) Dynamite 
		Low- Density Ammonia (Extra) Dynamite 
	Gelatins 
		Blasting Gelatin 
		Straight Gelatin 
		Ammonia Gelatin 
		Semigelatin 
	Blasting Agents (Nitrocarbonitrates) 
		Dry Blasting Agents 
		Slurries 
	Other Explosives 
		TNT 
		PETN 
		Pentolite 
		RDX 
		Composition B 
		Permissible Explosives 
		Black Powder 
	Detonators and Primers 
		Blasting Caps 
		Detonating Fuse 
		Primers and Boosters 

Chapter 4. DRILLING
	Introduction 
	Principles of Drilling 
	Rotary Drills 
		Roller Bits 
		Diamond Bits 
		Drag Bits 
		Power Augers
	Percussive Drills 
	Rotary-Percussive Drills 

Chapter 5. BASIC SURFACE BLASTING TECHNIQUES
	Introduction 
	Blasting Patterns 
		Hole Arrays 
		Delay Patterns
		Arrangement of Charge in Hole 
	General Rock Removal 
		Bench Blasting 
			Spacing and Burden 
			Advantages of Inclined Blastholes 
			Lifters and Snake Holes 
			Varying the Hole Array to Fit Natural and Excavation Topography 
			Charge Distribution 
			Subdrilling 
			Secondary Blasting 
		Coyote Blasting, Trenching, and Cratering 
		Underwater Blasting 
			Underwater Surface Shooting 
			Underwater Blasting in Drill Holes 
	Excavation for Control of Rock Surfaces 
		Presplitting 
			Design of the Presplitting Layout 
			Relation to Main Blast 
			Presplitting Horizontal and Vertical Corners 
			Horizontal Presplitting
		Smooth Blasting 
		Line Drilling and Close Drilling 
		Precautions in Approaching Final Excavation Surfaces 
	Blasting for Control of Rock Sizes 
		Riprap 
		Aggregate 
		Rock Fill for Dams 

Chapter 6. MODIFYING BLASTING TECHNIQUES TO FIT GEOLOGICAL CONDITIONS
	Exploratory Study 
	Rock Types 
		Seismic Velocity 
		Impedance 
		Compressive and Tensile Strengths
		Density and Porosity 
	Fractures and Fabric 
		Joint Frequency 
		Cushioning Joint Coatings Orientation of Joints 
			Orientation in Various Geological Settings 
			Adverse Orientations 
		Faults and Breccia 
		Fabric 
	Bedding and Stratification 
		Alternating Rock Types 
		Porous and Permeable Beds 
		Weak Beds or Zones 
		Dipping Strata 
		Catities 
	Weathering 
	Groundwater 

Chapter 7. DAMAGE PREDICTION AND CONTROL
	Introduction 
	Airblast 
		Damage from Airblast 
		Propagation of Airblasts 
		Excessive Airblast Pressure 
		Recording Equipment 
	Ground Vibrations 
		Damage from Ground Vibration 
		Recording Equipment 
		Propagation of Ground Vibrations 
		Reducing Vibrations 
		Calibration of Site Vibration Levels 
	Flyrock

Chapter 8. DRILLING AND BLASTING IN ROCK EXCAVATION BY CONTRACT
	General 
		Customary Contract Approach 
		Variation of Customary Approach 
	Considerations in Preparation of Plans and Specifications 
		Stated Principles of Plans and Specifications 
		Pertinent General and Special Provisions 
		Geologic Data 
		Review Plans for Practicality of Excavation Outlines
		Construction Inspection To Be Expected 
		Blast Records 
		Sequence of Operations 
		Specifying Methods–Obtaining Sound Walls 
		Obtaining Final Grade 
		Specifying and Prohibiting Certain Practices 
		Requiring Gradation Ranges in Blasted Rock 
		Vibration and Damage Control 

Appendix A - References 
Appendix B - Typical CE Blasting Specifications

Index


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