{"id":160764,"date":"2024-10-19T09:39:26","date_gmt":"2024-10-19T09:39:26","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-336-3r-14\/"},"modified":"2024-10-25T01:58:05","modified_gmt":"2024-10-25T01:58:05","slug":"aci-336-3r-14","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-336-3r-14\/","title":{"rendered":"ACI 336.3R 14"},"content":{"rendered":"

This report covers design and construction of 30 in. (760 mm) diameter or larger foundation piers constructed by excavation of a hole in a subgrade that is later filled with concrete. The 30 in.(760 mm) diameter boundary is an arbitrary size; smaller-diameter drilled piers can be designed and installed in accordance with ACI 543R. Although determination of overall pier size and concrete section design are two basic drilled pier design procedures, emphasis is focused on the determination of overall pier size, which is affected by the interaction between subgrade and pier. Because pier capacity is significantly affected by construction means and methods, the licensed design professional should understand these limitations. Construction methods described include excavation, casing, reinforcing steel installation, and concrete placement.Acceptance criteria and recommended procedures for construction, engineering, and evaluation are presented. Keywords: bearing capacity; caisson; casing; excavation; foundation; geotechnical engineering; lateral pressure; lining; slurry; tremie.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nCONTENTS <\/td>\n<\/tr>\n
4<\/td>\nCHAPTER 1\u2014 INTRODUCTION AND SCOPE
1.1\u2014Introduction
1.2\u2014Scope
CHAPTER 2\u2014 NOTATION AND DEFINITIONS
2.1\u2014Notation
2.2\u2014Definitions <\/td>\n<\/tr>\n
5<\/td>\nCHAPTER 3\u2014 GENERAL CONSIDERATIONS
3.1\u2014General
3.2\u2014The structural and geotechnical teams <\/td>\n<\/tr>\n
6<\/td>\n3.3\u2014Factors to consider
3.4\u2014Pier types <\/td>\n<\/tr>\n
7<\/td>\n3.5\u2014Geotechnical considerations <\/td>\n<\/tr>\n
9<\/td>\nCHAPTER 4\u2014 DESIGN
4.1\u2014Loads <\/td>\n<\/tr>\n
10<\/td>\n4.2\u2014Loading conditions <\/td>\n<\/tr>\n
11<\/td>\n4.3\u2014Vertically loaded piers
4.4\u2014Laterally loaded piers <\/td>\n<\/tr>\n
17<\/td>\n4.5\u2014Piers socketed in rock <\/td>\n<\/tr>\n
18<\/td>\n4.6\u2014Strength design of piers
4.7\u2014Pier configuration <\/td>\n<\/tr>\n
19<\/td>\nCHAPTER 5\u2014 CONSTRUCTION MEANS AND METHODS
5.1\u2014Excavation and casing <\/td>\n<\/tr>\n
20<\/td>\n5.2\u2014Placing reinforcement
5.3\u2014Dewatering, concreting, and removal of casing <\/td>\n<\/tr>\n
21<\/td>\n5.4\u2014Slurry displacement method <\/td>\n<\/tr>\n
23<\/td>\n5.5\u2014Safety <\/td>\n<\/tr>\n
24<\/td>\nCHAPTER 6\u2014 CONSTRUCTION ENGINEERING AND TESTING
6.1\u2014Scope
6.2\u2014Geotechnical field representative
6.3\u2014Preconstruction activities <\/td>\n<\/tr>\n
25<\/td>\n6.4\u2014Construction geotechnical engineering procedures <\/td>\n<\/tr>\n
27<\/td>\n6.5\u2014Concrete placement <\/td>\n<\/tr>\n
29<\/td>\n6.6\u2014Post-construction assessment
6.7\u2014Reports
6.8\u2014Criteria for acceptance <\/td>\n<\/tr>\n
30<\/td>\n6.9\u2014Corrective measures
CHAPTER 7\u2014 REFERENCES
Authored documents <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

336.3R-14 Report on Design and Construction of Drilled Piers<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2014<\/td>\n34<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160769,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-160764","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","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\/160764","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\/160769"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160764"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160764"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160764"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}