DESIGN, CONSTRUCTION, AND PERFORMANCE OF LONG DEEP BORED PILES FOR TALL BUILDING COMPLEX IN
JAKARTA

Budihartono Wijanto; I. Wayan Sengara; Bakhtiar Cahyadi; Widodo A. Praksoso; Winda Jusmelia

DESIGN, CONSTRUCTION, AND PERFORMANCE OF LONG DEEP BORED PILES FOR TALL BUILDING COMPLEX IN JAKARTA

Budihartono Wijanto, I. Wayan Sengara, Bakhtiar Cahyadi, Widodo A. Praksoso, Winda Jusmelia

Department of Civil Engineering

Research output: Contribution to conference › Paper › peer-review

Abstract

A building complex consisting of several towers is under construction in Central Jakarta. The building complex includes a 330 m high, 72-story tower (Phase-1) and a 270 m high, 60-story tower (Phase-2), as well as 11-story podium structure. Beneath the ground surface, there is a 6-story deep basement structure. Due to the high loads exerted by the structures, the main deep foundations are 1.00 m and 1.20 m in diameter, up to 65.50 m long bored piles. The design part of this paper summarizes the extensive soil investigation programs, the site specific seismic response analysis, and the design pile capacities. The construction part summarizes briefly the bored pile construction methods.The performance of these bored piles was evaluated by conducting a series of static axial compression and tension load tests. The results of the compression and tension axial load tests were used to examine the performance variation of piles with different geometries and different load levels.

Original language	English
Publication status	Published - 2017
Event	PILE 2017 - ID, Bali, Indonesia Duration: 1 Jan 2017 → …

Conference

Conference	PILE 2017
Country/Territory	Indonesia
City	Bali
Period	1/01/17 → …

Keywords

Bored piles, axial compression load test, axial tensile load test.

Cite this

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title = "DESIGN, CONSTRUCTION, AND PERFORMANCE OF LONG DEEP BORED PILES FOR TALL BUILDING COMPLEX IN JAKARTA",

abstract = "A building complex consisting of several towers is under construction in Central Jakarta. The building complex includes a 330 m high, 72-story tower (Phase-1) and a 270 m high, 60-story tower (Phase-2), as well as 11-story podium structure. Beneath the ground surface, there is a 6-story deep basement structure. Due to the high loads exerted by the structures, the main deep foundations are 1.00 m and 1.20 m in diameter, up to 65.50 m long bored piles. The design part of this paper summarizes the extensive soil investigation programs, the site specific seismic response analysis, and the design pile capacities. The construction part summarizes briefly the bored pile construction methods.The performance of these bored piles was evaluated by conducting a series of static axial compression and tension load tests. The results of the compression and tension axial load tests were used to examine the performance variation of piles with different geometries and different load levels.",

keywords = "Bored piles, axial compression load test, axial tensile load test.",

author = "Budihartono Wijanto and Sengara, {I. Wayan} and Bakhtiar Cahyadi and Praksoso, {Widodo A.} and Winda Jusmelia",

year = "2017",

language = "English",

note = "PILE 2017 ; Conference date: 01-01-2017",

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AU - Wijanto, Budihartono

AU - Sengara, I. Wayan

AU - Cahyadi, Bakhtiar

AU - Praksoso, Widodo A.

AU - Jusmelia, Winda

PY - 2017

Y1 - 2017

N2 - A building complex consisting of several towers is under construction in Central Jakarta. The building complex includes a 330 m high, 72-story tower (Phase-1) and a 270 m high, 60-story tower (Phase-2), as well as 11-story podium structure. Beneath the ground surface, there is a 6-story deep basement structure. Due to the high loads exerted by the structures, the main deep foundations are 1.00 m and 1.20 m in diameter, up to 65.50 m long bored piles. The design part of this paper summarizes the extensive soil investigation programs, the site specific seismic response analysis, and the design pile capacities. The construction part summarizes briefly the bored pile construction methods.The performance of these bored piles was evaluated by conducting a series of static axial compression and tension load tests. The results of the compression and tension axial load tests were used to examine the performance variation of piles with different geometries and different load levels.

AB - A building complex consisting of several towers is under construction in Central Jakarta. The building complex includes a 330 m high, 72-story tower (Phase-1) and a 270 m high, 60-story tower (Phase-2), as well as 11-story podium structure. Beneath the ground surface, there is a 6-story deep basement structure. Due to the high loads exerted by the structures, the main deep foundations are 1.00 m and 1.20 m in diameter, up to 65.50 m long bored piles. The design part of this paper summarizes the extensive soil investigation programs, the site specific seismic response analysis, and the design pile capacities. The construction part summarizes briefly the bored pile construction methods.The performance of these bored piles was evaluated by conducting a series of static axial compression and tension load tests. The results of the compression and tension axial load tests were used to examine the performance variation of piles with different geometries and different load levels.

KW - Bored piles, axial compression load test, axial tensile load test.

M3 - Paper

T2 - PILE 2017

Y2 - 1 January 2017

ER -

DESIGN, CONSTRUCTION, AND PERFORMANCE OF LONG DEEP BORED PILES FOR TALL BUILDING COMPLEX IN JAKARTA

Abstract

Conference

Keywords

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