DESIGN OF TIE BARS FOR LARGE DRILLED PIER FOUNDATIONS

被引：0

作者：

DAVALATH, GSR ^{[1
]}

ADLURI, SMR ^{[1
]}

MADUGULA, MKS ^{[1
]}

机构：

[1] UNIV WINDSOR,DEPT CIVIL & ENVIRONM ENGN,WINDSOR N9B 3P4,ONTARIO,CANADA

来源：

ACI STRUCTURAL JOURNAL | 1993年 / 90卷 / 03期

关键词：

CONCRETES; DRILLING; FOUNDATIONS; PIERS; REINFORCING MATERIALS; STRUCTURAL DESIGN; STRUCTURAL ENGINEERING; TIES (REINFORCEMENT);

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Construction crews for large drilled pier foundations have been reporting difficulties in fabricating and placing reinforcement cages in the drilled holes. The difficultly arises due to the flattening of the cage while it is kept in a horizontal position before placing in the desired location. To remedy this, the tie bars are to be designed to withstand the construction stresses. Equations for the design of tie bars of large drilled piers are presented, and recommendations for selecting tie bar spacing, tie bar size, and longitudinal bar size are discussed. For the benefit of practicing engineers, design curves and tables are provided.

引用

页码：231 / 241

页数：11

共 50 条

[1] DRILLED PIER FOUNDATIONS IN THE DENVER AREA
WEBER, DC
[J]. STRUCTURAL ENGINEERING PRACTICE, 1982, 1 (02): : 117 - 120
[2] DRILLED PIER FOUNDATIONS IN THE DENVER AREA.
Weber, Donald C.
[J]. Structural Engineering Practice: Analysis, Design, Management, 1982, 1 (02): : 117 - 120
[3] ACOUSTIC WELL LOGGING IN DRILLED PIER FOUNDATIONS
COSTELLO, RL
MILLER, WA
LAFOUNTAIN, LJ
[J]. GEOPHYSICS, 1981, 46 (04) : 453 - 454
[4] Pilot holes for drilled pier foundations in karst conditions
Bierschwale, JG
Swoboda, TE
[J]. GEO-SUPPORT 2004: DRILLED SHAFTS, MICROPILING, DEEP MIXING, REMEDIAL METHODS, AND SPECIALTY FOUNDATION SYSTEMS, 2004, (124): : 405 - 414
[5] PERFORMANCE OF A LARGE DIAMETER DRILLED PIER
PARTOS, AJ
SANDER, EJ
HUNGSPRUKE, U
[J]. PILING AND DEEP FOUNDATIONS, VOL 1, 1989, : 309 - 316
[6] LARGE-SCALE MODEL TEST OF DRILLED PIER IN SAND
Clemence, Samuel P.
Brumund, William F.
[J]. American Society of Civil Engineers, Journal of the Geotechnical Engineering Division, 1975, 101 (06): : 537 - 550
[7] LOAD BEARING CAPACITY OF DRILLED PIER FOUNDATIONS UNDER ARBITRARY APPLICATION OF INCLINED FORCE
Ledenyov, V. V.
Chu Thi Hoang Anh
[J]. SCIENTIFIC HERALD OF THE VORONEZH STATE UNIVERSITY OF ARCHITECTURE & CIVIL ENGINEERING CONSTRUCTION & ARCHITECTURE, 2011, (01): : 34 - 41
[8] Structural capacity reduction of drilled shaft foundations due to corrosion in longitudinal bars
Shdid, Caesar Abi
Hajali, Masood
[J]. STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2015, 11 (11) : 1537 - 1546
[9] Drilled Pier Failure Investigations
Griffin, Frank S., Jr.
Friis, Donna
Kadlec, Terence D.
[J]. FORENSIC ENGINEERING 2022: ELEVATING FORENSIC ENGINEERING, 2022, : 261 - 267
[10] Design of helical pier foundations in frozen ground
Zubeck, HK
Liu, H
[J]. PERMAFROST, VOLS 1 AND 2, 2003, : 1307 - 1312

← 1 2 3 4 5 →