Joko Yulianto Eko Warsito, Jati Utomo Dwi Hatmoko


Rapid urban growth has caused an increase of infrastructure and building construction projects in recent years in terms of project scale and number. Many of which certainly involve the construction of deep foundation, including pile foundation. In particularly densely populated urban areas, the need for more environmentally friendly pile driving equipment, such as hydraulic static pile driver (HSPD), is therefore inevitable. The aim of this study is to give a problem solving about HSPD productivity using analytical model. The objective of this study is to produce curves model of HSPD productivity. An analytical model has been designed utilizing 252 data of point piling from the four projects and simulation, i.e. size of driven piles, piling depth, and cycle time. The result of model is nomogram of HSPD productivity against piling depth for 3 driven pile size such as equilateral triangle 32 cm, square 25 cm, and square 30 cm. The model average validity is 96.07% and deviation standard is 2.32%. The sensitivity value 95.154% for equilateral triangle 32 cm, 9.376 for square 25 cm, and 94.298% for square 30 cm of driven pile.


productivity, HSPD, driven pile, nomogram, analytical

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Fellenius, B. H. (2009), Basics of Foundation Design, Electronic Edition,

Bowles, J. E. (1996), Foundation Analysis and Design, Fifth Edition. The McGrawHill Companies, Inc., Singapore.

PDCA (Pile Driving Contractors Association). (2003), “Driven Piles are Tested Piles”,, diakses pada hari Sabtu, 14 April 2012 Pk. 12.08 WIB.

U.S. Army Corps of Engineers. (2004), Pile Driving Equipment, Department of The Army, Washington, DC 20314-1000.

Peurifoy, R. L.; Schexnayder, C. J.; and Shapira, A. (2006), Construction Planning, Equipment, and Methods, Seventh Edition, McGraw-Hill, New York.

Tianwei. (2013), “ZYC Series Hydraulic Static Pile Driver”, /1711337/, diakses pada hari Senin, 14 Januari 2013 Pk. 18.23 WIB.

Badan Pusat Statistik (BPS). (2012), Data Runtun Statistik Konstruksi 1990 – 2010, Badan Pusat Statistik, Jakarta, Indonesia.

Citradata. (2013a), “Proyek Hotel di Indonesia Tahun 2010 – 2012”,, diakses pada hari Minggu, 28 April 2013 Pk. 24.04 WIB.

Citradata. (2013b), “Analisa Perkembangan Proyek Superblok di

Indonesia Tahun 2000 – 2012”,, diakses pada hari Minggu, 28 April 2013 Pk. 24.02 WIB.

Citradata. (2013c), “Analisa Perkembangan Proyek Apartemen Tahun 2003 – 2012”,

ata_24.pdf, diakses pada hari Minggu, 28 April 2013 Pk. 24.00 WIB.

White, D.; Finlay, T.; Bolton, M.; and Bearss, G. (2002), “Press-in Piling: Ground Vibration and Noise During Pile Installation”, ASCE Special Publication Vol. 116, pp. 363 – 371.

BPP (Berdikari Pondasi Perkasa). (2009), “Pile Jacking”,, diakses pada hari Sabtu, 28 April 2012 Pkl.10.02 WIB.

Tan, S. M. and Ling, C. H. (2001), “The Use of High Capacity Hydraulic Injection Piles for Buildings in Limes-Stone Ex-Tin

Mining Sites in Kuala Lumpur”, Proceeding, 14th SEAGC, Hong Kong.

Deeks, A. D., White, D. J. and Bolton, M. D. (2005), “A Comparison of Jacked, Driven and Bored Piles in Sand”, ICSMGE Osaka, Vol. 2, pp. 2103 – 2106.

Chan, R. K. S. (2006), “Foundation Design and Construction”, Geo Publication No.1.

Pertiwi, D. (2006), “Korelasi Daya Dukung Pondasi Tiang Pancang Dengan Menggunakan Data-Data Sondir dan Jack in Pile”, Jurnal Aksial, Vol. 8, No.1, Hal. 36 – 42.

Hwang, S., Liu, L. Y. (2010), “Contemporaneous Time Series and Forecasting Methodologies for Predicting Short-Term Productivity”, Journal of Construction Engineering and Management, ASCE, Vol. 136, No. 9, pp. 1047 – 1055.

Rasing, M. (2010), “Importance of Productivity”,, diakses pada hari Senin, 14 Januari 2013 Pk. 19.08 WIB.

Riley, G. (2012), “Unit 2 Macro: TheImportance of Productivity”,, diakses pada hari Senin, 14 Januari 2013 Pk. 19.12 WIB.

Sumito, P. N. dan Antonioes, P. G., Limanto. S., Kusuma, J. H. (2009), Studi Awal Produktivitas Alat Pancang Jack-In Pile, Skripsi Sarjana tidak dipublikasikan, Universitas Kristen Petra, Surabaya.

Wenas, A. dan Gendo, R., Limanto. S., Kusuma, J. H. (2010), Produktivitas Pemancangan Tiang Pancang Dengan Jack-In Pile Pada Proyek Showroom, Skripsi Sarjana tidak dipublikasikan, Universitas Kristen Petra, Surabaya.

Han, S.; Hong, T.; Kim, G.; and Lee, S. (2011), “Technical Comparisons of Simulation-Based Productivity Prediction Methodologies by Means of Estimation Tools Focusing on Conventional Earthmovings”, Journal of Civil Engineering and Management, Vol. 17, No. 2, pp. 265 – 277.

Zayed, T. M. and Halpin, D. W. (2005), “Deterministic Models for Assessing Productivity and Cost of Bored Pile”, Journal of Construction Management and Economics (June 2005) 23, pp. 531 – 543.

Wignjosoebroto, S. (2008), Ergonomi Studi Gerak dan Waktu Teknik Analisis untuk Meningkatkan Produktivitas Kerja, Edisi Pertama Cetakan Keempat, Prima Ginting, Surabaya.

Dozzi, S. P. and AbouRizk, S. M. (1993), Productivity in Construction, National Research Council Ottawa, Ontario,


Park, H-S. (2006), “Conceptual Framework of Construction Productivity Estimation”, KSCE Journal of Civil Engineering, Vol. 10, No. 5, pp. 311 – 317.

Rochmanhadi. (1985), Perhitungan Biaya Pelaksanaan Pekerjaan dengan Menggunakan Alat-Alat Berat, Badan Penerbit Pekerjaan Umum, Departemen Pekerjaan Umum, Jakarta.

Caterpillar. (2012), Caterpillar Performance Handbook, Edition 42, Caterpillar Inc., Peoria, Illinois, U. S. A.

Robertson, P. K.; Campanella, R. G.; and Wightman, A. (1983), “SPT – CPT Correlations”, Journal of Geotechnical Engineering, Vol. 109, No. 11, pp. 1449 –1459.



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