Pile Driving With Jack-In Pile At Building Project
| dc.contributor.author | Limanto, Sentosa | |
| dc.contributor.author | Kusuma, Jonathan H. | |
| dc.contributor.author | Agustine, W | |
| dc.contributor.author | Ricky, G. | |
| dc.date.accessioned | 2014-10-31T07:53:30Z | |
| dc.date.available | 2014-10-31T07:53:30Z | |
| dc.date.issued | 2013-11-03 | |
| dc.identifier.citation | Ahuja, Hira N. (1983). Techniques in planning and controlling construction project. New York: John Wiley And Sons. Arditi, D., & Patel, B.K. (1989). Impact analysis of owner-directed acceleration. Journal of Construction Engineering and Management, 115 (1), 144-157. Halpin, Daniel W., & Riggs, Leland S. (1992). Planning and analysis of construction operations. Nunnaly, S. W. (2000). Managing construction equipment (2 nd edition). New Jersey: Simon & Schuster/A Viacom Company. Tomlinson, M. J. (2001). Foundations design & construction. New Jersey: Pearson Prentice Hall. Wikipedia the free encyclopedia. (2010). Kolmogorov. February 27, 2010, from http://en.wikipedia.org/wiki/Kolmogorov–Smirnov_test. | en_US |
| dc.identifier.issn | 9789796361544 | |
| dc.identifier.uri | http://hdl.handle.net/11617/4919 | |
| dc.description.abstract | Piling on building projects in urban or densely populated areas is done by a jack-in system by using a jack-in pile type hydraulic static pile driver to be free of noise, vibration and pollution. In residential area, it should be used jack-in pile to minimize disturbance to the environment because it does not cause vibration and noise compared other piling tool. Globalization which is happening in the construction bussines requires its main actors are in an invironment of increased competiton so it have to used a competitive piling tool. Construction of deep foundation have an very complex structure, one type of tool that is often used stake is Jack-in Pile. That is piling system which implementation is pressed into the ground using hydraulic jack. The analysis conducted with how long piling activity takes time at one point piling. It is showed the ranking of each activity at one point piling and the mobilization activity need 3 hours and 48 minutes. | en_US |
| dc.publisher | Universitas Muhammadiyah Surakarta | en_US |
| dc.subject | deep foundation | en_US |
| dc.subject | hydraulic jack | en_US |
| dc.subject | jack-in pile | en_US |
| dc.subject | mobilization | en_US |
| dc.subject | time | en_US |
| dc.title | Pile Driving With Jack-In Pile At Building Project | en_US |
| dc.type | Article | en_US |
