{"id":137880,"date":"2024-10-19T07:58:22","date_gmt":"2024-10-19T07:58:22","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-standard-36-2015\/"},"modified":"2024-10-25T00:09:28","modified_gmt":"2024-10-25T00:09:28","slug":"asce-standard-36-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-standard-36-2015\/","title":{"rendered":"ASCE Standard 36 2015"},"content":{"rendered":"

“Prepared by the Standard Design and Construction Guidelines for Microtunneling Committee of the Construction Institute of ASCE Standard Design and Construction Guidelines for Microtunneling, Standard ASCE\/CI 36-15, covers the planning, design, materials, and construction for this trenchless method of installing pipelines. Microtunneling projects involve a remote-controlled boring machine, a laser guidance system, a jacking system for thrust, and continuous pressure on the face of the excavation to balance groundwater and earth pressures. The use of microtunneling has become a widely accepted means of pipeline construction, and this standard takes into account advances in technology and construction practice developed over the past 15 years. This new edition of Standard 36 expands and modifies the earlier standard so that users can better understand both the key concepts and technical details involved in a microtunneling project. The section on preparing contract documents, particularly drawings, technical specifications, and contractual specifications, has been thoroughly updated. Also revised are the qualifications of engineers who design microtunneling projects and of the contractors who construct them. New sections have been added on sustainability; regulations; detailed site investigations, especially geotechnical aspects; microtunneling design elements and operations; construction support services; and aspects of measurement and payment. Standard 36-15 is a vital reference for owners, engineers, contractors, suppliers, and manufacturers working on pipeline projects where microtunneling is an attractive option.”<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
4<\/td>\nASCE STANDARDS <\/td>\n<\/tr>\n
6<\/td>\nPREFACE <\/td>\n<\/tr>\n
8<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
10<\/td>\nCONTENTS <\/td>\n<\/tr>\n
14<\/td>\nPART I: GENERAL <\/td>\n<\/tr>\n
16<\/td>\n1 SCOPE <\/td>\n<\/tr>\n
18<\/td>\n2 REFERENCE DOCUMENTS
2.1 American Society of Civil Engineers (ASCE)
2.2 American Society for Testing and Materials (ASTM) <\/td>\n<\/tr>\n
19<\/td>\n2.3 American Water Works Association (AWWA)
2.4 American Petroleum Institute (API) <\/td>\n<\/tr>\n
20<\/td>\n2.5 European Standards
2.6 North American Society for Trenchless Technology (NASTT)
2.7 Other Standards <\/td>\n<\/tr>\n
22<\/td>\n3 DEFINITIONS <\/td>\n<\/tr>\n
28<\/td>\n4 ACRONYMS, ABBREVIATIONS, AND INITIALISMS <\/td>\n<\/tr>\n
30<\/td>\n5 SUMMARY OF PRACTICE <\/td>\n<\/tr>\n
32<\/td>\nPART II: PLANNING ASPECTS <\/td>\n<\/tr>\n
34<\/td>\n6 INITIAL CRITERIA
6.1 Pipe Diameter and Grade <\/td>\n<\/tr>\n
35<\/td>\n6.2 Depth
6.3 Routing <\/td>\n<\/tr>\n
36<\/td>\n6.4 Shafts and Working Space
6.5 Sustainability <\/td>\n<\/tr>\n
37<\/td>\n6.6 Regulations <\/td>\n<\/tr>\n
38<\/td>\n7 SITE CONDITIONS
7.1 Land Use
7.2 Easements and Rights-of-Way
7.3 Underground Utilities and Other Facilities <\/td>\n<\/tr>\n
39<\/td>\n7.4 Buried Objects
7.5 In-Line Microtunneling <\/td>\n<\/tr>\n
40<\/td>\n7.6 Contaminated Ground and Groundwater
7.7 Special Considerations <\/td>\n<\/tr>\n
42<\/td>\n8 PRELIMINARY GEOTECHNICAL CONSIDERATIONS <\/td>\n<\/tr>\n
44<\/td>\n9 PROJECT LAYOUT
9.1 Layout for Efficient Microtunneling
9.2 Horizontal and Vertical Alignment <\/td>\n<\/tr>\n
45<\/td>\n9.3 Service Connections
9.4 Effects on Adjacent Structures <\/td>\n<\/tr>\n
48<\/td>\n10 COST CONSIDERATIONS
10.1 Direct Cost of Microtunneling <\/td>\n<\/tr>\n
50<\/td>\n10.2 Indirect Social Effect Costs <\/td>\n<\/tr>\n
51<\/td>\n10.3 Environmental Costs
10.4 Risk Analysis <\/td>\n<\/tr>\n
52<\/td>\n10.5 Contingency Costs <\/td>\n<\/tr>\n
54<\/td>\nPART III: DESIGN ASPECTS <\/td>\n<\/tr>\n
56<\/td>\n11 DETAILED SITE INVESTIGATIONS
11.1 General
11.2 Geotechnical Investigation Approach and Methods <\/td>\n<\/tr>\n
57<\/td>\n11.3 Important Geotechnical Characteristics <\/td>\n<\/tr>\n
62<\/td>\n11.4 Geotechnical Reports
11.5 Utility Surveys
11.6 Traffic Flow and Access for Vehicles and Pedestrians <\/td>\n<\/tr>\n
63<\/td>\n11.7 Environmental Conditions
11.8 Flood Zones <\/td>\n<\/tr>\n
64<\/td>\n11.9 Seismic Conditions <\/td>\n<\/tr>\n
66<\/td>\n12 MICROTUNNELING EQUIPMENT
12.1 General
12.2 MTBM <\/td>\n<\/tr>\n
68<\/td>\n12.3 Control System <\/td>\n<\/tr>\n
69<\/td>\n12.4 Handling of Spoils
12.5 Jacking System <\/td>\n<\/tr>\n
70<\/td>\n12.6 Pipe Lubrication System
12.7 Power Supply <\/td>\n<\/tr>\n
72<\/td>\n13 MICROTUNNELING DESIGN ELEMENTS
13.1 Design Memoranda and Technical Memoranda
13.2 Pipe Material Selection <\/td>\n<\/tr>\n
73<\/td>\n13.3 Earth Loads on Pipe
13.4 Evaluation of Jacking Forces <\/td>\n<\/tr>\n
74<\/td>\n13.5 Evaluation of Settlement Risks <\/td>\n<\/tr>\n
75<\/td>\n13.6 Drilling Fluid Design <\/td>\n<\/tr>\n
76<\/td>\n13.7 Special Considerations for Curved Drives <\/td>\n<\/tr>\n
78<\/td>\n14 SHAFT CONSIDERATIONS
14.1 Location
14.2 Shaft Design Considerations
14.3 Groundwater Control <\/td>\n<\/tr>\n
79<\/td>\n14.4 Design of Entry and Exit of Shafts <\/td>\n<\/tr>\n
80<\/td>\n14.5 Thrust Blocks <\/td>\n<\/tr>\n
81<\/td>\n14.6 Common Shafts <\/td>\n<\/tr>\n
82<\/td>\n15 CONTRACT DOCUMENTS
15.1 General Considerations
15.2 General Conditions
15.3 Special and Supplementary Conditions
15.4 Technical Specifications <\/td>\n<\/tr>\n
83<\/td>\n15.5 Plans <\/td>\n<\/tr>\n
84<\/td>\n15.6 Geotechnical Investigations and Data
15.7 Microtunneling Contractor Qualifications <\/td>\n<\/tr>\n
85<\/td>\n15.8 Dispute Resolution <\/td>\n<\/tr>\n
88<\/td>\nPART IV: PIPE MATERIAL ASPECTS <\/td>\n<\/tr>\n
90<\/td>\n16 PIPE CHARACTERISTICS
16.1 General Requirements
16.2 Material Types
16.3 Material Selection <\/td>\n<\/tr>\n
91<\/td>\n16.4 Reference Product Standards
16.5 Scope and Range
16.6 Section Lengths
16.7 Mechanical Properties
16.8 Manufacturing and Quality Control <\/td>\n<\/tr>\n
92<\/td>\n17 PIPE DESIGN
17.1 In-Use Loads
17.2 Installation Loads
17.3 Dimensional Criteria <\/td>\n<\/tr>\n
93<\/td>\n17.4 Lubrication Ports <\/td>\n<\/tr>\n
94<\/td>\n17.5 Joints <\/td>\n<\/tr>\n
95<\/td>\n17.6 Resistance to the Environment <\/td>\n<\/tr>\n
97<\/td>\n17.7 ANSI\/NSF International 61 Certification <\/td>\n<\/tr>\n
98<\/td>\n18 FIELD ASPECTS
18.1 Preinstallation Inspection
18.2 Postinstallation Inspection
18.3 Damage Correction <\/td>\n<\/tr>\n
100<\/td>\nPART V: CONSTRUCTION ASPECTS <\/td>\n<\/tr>\n
102<\/td>\n19 MICROTUNNELING OPERATION
19.1 Shafts
19.2 MTBM Launch <\/td>\n<\/tr>\n
103<\/td>\n19.3 Microtunneling Process <\/td>\n<\/tr>\n
104<\/td>\n19.4 Drilling Fluid Use during Construction
19.5 Guidance System <\/td>\n<\/tr>\n
106<\/td>\n19.6 Lubricant System <\/td>\n<\/tr>\n
107<\/td>\n19.7 Work Hours
19.8 MTBM Retrieval at Drive Completion <\/td>\n<\/tr>\n
108<\/td>\n19.9 Wet Retrieval of MTBM <\/td>\n<\/tr>\n
110<\/td>\n20 MACHINE PERFORMANCE
20.1 Annular Thickness, Annulus, and Annular Space <\/td>\n<\/tr>\n
111<\/td>\n20.2 Overcut
20.3 Slurry or Auger System <\/td>\n<\/tr>\n
112<\/td>\n20.4 Cutter Wheel Design and Selection <\/td>\n<\/tr>\n
113<\/td>\n20.5 Slurry Separation Plant <\/td>\n<\/tr>\n
114<\/td>\n20.6 Buried Objects and Obstructions <\/td>\n<\/tr>\n
115<\/td>\n20.7 Steering <\/td>\n<\/tr>\n
116<\/td>\n21 SUBMITTALS
21.1 Microtunneling <\/td>\n<\/tr>\n
117<\/td>\n21.2 Qualifications of Personnel
21.3 Microtunneling Work Plan
21.4 Pipe Selection
21.5 Contingency Plans <\/td>\n<\/tr>\n
118<\/td>\n21.6 Dewatering Plan
21.7 Additional Shop Drawings <\/td>\n<\/tr>\n
120<\/td>\n22 SHAFTS AND TEMPORARY STRUCTURES
22.1 Shaft Design
22.2 Excavation Technique and Support Systems
22.3 Permits
22.4 Responsibility for Design Adequacy <\/td>\n<\/tr>\n
121<\/td>\n22.5 Contractor Supervision
22.6 Public Safety
22.7 Ventilation Requirements <\/td>\n<\/tr>\n
122<\/td>\n23 CONSTRUCTION SUPPORT SERVICES
23.1 Protection of Adjacent Structures
23.2 Inspection of the Work <\/td>\n<\/tr>\n
124<\/td>\n24 REGULATIONS
24.1 Safety Regulations
24.2 Pollution Control
24.3 Erosion Control <\/td>\n<\/tr>\n
126<\/td>\n25 INSTRUMENTATION AND MONITORING <\/td>\n<\/tr>\n
128<\/td>\n26 RESTORATION AND CLEANUP <\/td>\n<\/tr>\n
130<\/td>\n27 MEASUREMENT AND PAYMENT
27.1 Mobilization
27.2 Jacking and Receiving Shafts
27.3 Ground Improvement <\/td>\n<\/tr>\n
131<\/td>\n27.4 Pipe
27.5 Microtunnel Installation
27.6 Rescue Shafts
27.7 Manhole and Access Installations
27.8 Site Restoration
27.9 Demobilization
27.10 Differing Site Conditions <\/td>\n<\/tr>\n
132<\/td>\nREFERENCES <\/td>\n<\/tr>\n
134<\/td>\nINDEX
A
B
C
D
E
F
G
H
I
J
L
M
O
P <\/td>\n<\/tr>\n
135<\/td>\nR
S
U
V
W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE Standard 36 – Standard Design and Construction Guidelines for Microtunneling<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2015<\/td>\n135<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":137883,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-137880","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/137880","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/137883"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=137880"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=137880"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=137880"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}