Sains Malaysiana 40(5)(2011): 419–423
Ujian Ricih Terus Permukaan Satah
Ketakselanjaran Granit
(Direct Shear Test
of Granite Discontinuity Plane Surfaces)
T. L. Goh*, A. Ghani Rafek, M. Hariri Ariffin
& N. Baizura Yunus
Program Geologi, Pusat Pengajian Sains Sekitaran dan Sumber Alam
Fakulti Sains dan Teknologi, Universiti Kebangsaan Malaysia
43600 Bangi, Selangor D.E., Malaysia
Diserahkan: 5 Januari 2010 / Diterima: 14 April 2010
ABSTRAK
Parameter kekuatan ricih
seperti sudut geseran permukaan ketakselanjaran batuan merupakan antara data
penting bagi reka bentuk struktur kejuruteraan batuan seperti pengorekan bawah
tanah dan cerun potongan. Ujian ricih terus beban normal tetap telah dilakukan
pada permukaan buatan potongan gergaji batuan granit segar dan terluluhawa
sedikit untuk menentukan sudut geseran asas permukaan satah ketakselanjaran.
Sampel granit diperoleh dari Kuari Kajang Rock, Semenyih, Ulu Langat, Selangor,
Lebuhraya Silk Kajang (km 14.6), Selangor, Jalan Pos Selim-Kampung Raja (km
30-29), Cameron Highland, Pahang/Perak dan Kuari JKR Bukit
Penggorak, Kuantan, Pahang. Sebanyak 84 ujian ricih terus telah dijalankan pada
batuan granit iaitu 65 ujian pada batuan segar dan 19 ujian pada batuan
terluluhawa sedikit. Untuk batuan granit segar, sudut geseran asas ialah 42° ±
0.6° dengan sisihan piawai sebanyak 2.26 dan pekali penentuan, R2 sebanyak
0.98. Untuk granit terluluhawa sedikit, sudut geseran asas ialah 38° ± 1.9°
dengan sisihan piawai sebanyak 3.99 dan pekali penentuan, R2 sebanyak
0.97. Nilai-nilai ini adalah lebih tinggi daripada nilai yang selalu dianggap
untuk batuan granit segar iaitu 30°-35°.
Kata kunci: Granit; sudut
geseran asas; ujian ricih terus
ABSTRACT
Shear strength parameters
such as friction angle of discontinuity surfaces of rock are among the
essential data for the design of rock engineering structures like underground
excavation and cut slopes. Constant normal load direct shear test has been
employed on artificially sawn surfaces of fresh and slightly weathered granite
to determine the basic friction angle of the discontinuity plane surfaces. The
granite samples were collected from Kajang Rock Quarry, Semenyih, Ulu Langat,
Selangor, Kajang Silk Highway (km 14.6), Selangor and Pos Selim-Kampung Raja
road (km 30-29), Cameron Highland, Pahang/Perak and JKR Quarry
Bukit Penggorak, Kuantan, Pahang. A total of 84 direct shear tests were carried
out, comprising 65 and 19 tests on fresh and slightly weathered granite,
respectively. For fresh granite, the basic friction angle is 42° ± 0.6° with
standard deviation of 2.26 and coefficient of determination, R2 of
0.98. For slightly weathered granite, the basic friction angle is 38° ± 1.9°
with standard deviation of 3.99 and coefficient of determination, R2 of
0.97. These values are considerably higher than the often assumed value of
30°-35° for fresh granite.
Keywords: Basic
friction angle; direct shear test; granite
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*Pengarang
untuk surat-menyurat; email: gdsbgoh@gmail.com
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