Perencanaan dan Analisis Perkuatan Lereng Menggunakan Fondasi Micropiles
Abstract
Keywords
Full Text:
PDFReferences
D. . Bruce and I. Juran, “Drilled and Grouted Micropiles: State-of-Practice Review,” US Fed. Highw. Adm. Publ. FHWA-RD-96- 017, 1997.
H. Bayesteh and M. Sabermahani, “Full-Scale Field Study on Effect of Grouting Methods on Bond Strength of Hollow-Bar Micropiles,” J. Geotech. Geoenvironmental Eng., vol. 144, no. 12, p. 04018091, Sep. 2018, doi: 10.1061/(ASCE)GT.1943-5606.0001983.
F. Lizzi, “Reticulated Root Piles to correct landslides,” ASCE Conv., vol. 3370, 1978.
J. . Loehr, J. . Bowders, and J. . Owen, “Slope stabilization with recycled plastic pins,” J. Transp. Res. Rec., vol. 1–8, p. 1714, 2000.
A. . Bishop, “The use of the slip circle in the stability of slopes,” Geotechnique, vol. 5, no. 1, pp. 7–17, 1955.
N. . Morgenstern and V. . Price, “The analysis of the stability of general slip surfaces,” Geotechnique, vol. 15, no. 1, pp. 79–93, 1965.
R. B. . Brinkgreve and H. . Bakker, “Non-linear finite element analysis of safety factors,” in Int. Conf. on Computer Methods and Advances in Geomechanics, 1991, pp. 1117–1122.
SNI-8460, “Persyaratan Perancangan Geoteknik,” 2017.
FHWA-NHI-05-039, “Micropile Design & Construction,” 2005.
L. . Reese and R. . Welch, “Lateral loading of deep foundations in stiff clay,” J. Geotech. Eng. Div., vol. 101, no. 7, pp. 633–649, 1975.
H. Matlock, “Correlations for design of laterally loaded piles in soft clay,” Proc. Annu. Offshore Technol. Conf., 1970.
T. Ito and T. Matsui, “Methods to estimate lateral force acting on stabilizing piles,” Soils Found., vol. 15, no. 4, 1975.
S. Hassiotis and J. . Chameau, “Stabilization of Slopes using Piles,” FHWA/IN/JHRP, vol. 84, no. 8, 1984.
DOI: http://dx.doi.org/10.12962/j2579-891X.v21i2.14196
Refbacks
Jurnal Aplikasi Teknik Sipil by Departemen Teknik Infrasturktur Sipil ITS is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License
Based on work at https://iptek.its.ac.id/index.php/jats