Sains Malaysiana 46(11)(2017): 2035-2040

http://dx.doi.org/10.17576/jsm-2017-4611-03

 

 Some Problems on the Slope Handling in the Highway Construction in China

(Beberapa Masalah dalam Pengendalian Cerun dalam Pembinaan Lebuh Raya di China)

 

HUANG DONG1, WEI ZUOAN2, CHEN YULONG2,3* & IRFAN MUHAMMAD3,4

 

1Key Laboratory of Mountain hazards and Surface process, Institute of Mountain hazards

 and Environment, Chinese Academy of Science Chengdu 610041, China

 

2College of Resource and Environmental Sciences, Chongqing University, Chongqing 400030

China

 

3Department of Civil Engineering, University of Tokyo 113-8656, Japan

 

4Civil Engineering Department, University of Engineering & Technology Lahore 54000, Pakistan

 

Diserahkan: 15 Januari 2017/Diterima: 10 Mei 2017

ABSTRACT

In western China, with plenty of transportation infrastructures being constructed, many man-made slopes have been formed in the highway constructions along the highway routes. Fortunately, most of these man-made slopes were in middle or small scales. However, in the procedure of slope design as well as potential landslides controlling, there are many problems and error viewpoints, such as slope angle is determined mainly on the basis of designers’ experience without considering the lifetime of control projects, calculating slope satiability and optionally choosing remedial measurements. If not well resolved, these problems will affect not only the safety of highway operation, but also project investment. Based on the experiences in the highway engineering, these problems have been summarized in detailed and discussed in this paper. Some advices have also been put forward, which could be beneficial to the highway construction and operation.

Keywords: Highway engineering; landslides; safe handling; slope project

 

ABSTRAK

Di kawasan barat China terdapat banyak infrastruktur pengangkutan yang dibina, banyak cerun buatan manusia yang telah terbentuk dalam pembinaan lebuh raya sepanjang laluan lebuh raya. Mujur, kebanyakan cerun buatan muatan adalah dalam skala tengah atau kecil. Walau bagaimanapun, dalam prosedur mereka bentuk cerun serta kawalan tanah runtuh yang berpotensi berlaku, terdapat banyak masalah dan sudut pandangan ralat, seperti sudut cerun yang ditentukan hanya berdasarkan pengalaman pereka tanpa mempertimbangkan jangka hayat projek kawalan, pengiraan kebolehnampakan cerun dan memilih ukuran pemilihan secara pilihan. Sekiranya tidak dapat diselesaikan dengan baik, masalah ini akan memberikan kesan bukan sahaja kepada keselamatan operasi lebuh raya, tetapi juga kepada pelaburan projek. Berdasarkan pengalaman dalam kejuruteraan lebuh raya, masalah ini diringkaskan secara terperinci dan dibincangkan dalam kajian ini. Beberapa nasihat juga telah dikemukakan yang boleh memberi manfaat kepada pembinaan dan operasi lebuh raya.

Kata kunci: Kejuruteraan lebuh raya; pengendalian yang selamat; projek cerun; tanah runtuh

 

RUJUKAN

 

Choo, C.O., Takahashi, M. & Jeong, G.C. 2014. Identification and three-dimensional characterization of micropore networks developed in granite using micro-focus X-ray CT. The Journal of Engineering Geology 24(2): 179-189.

Gao, W. 2007. Study on displacement prediction of landslide based on grey system and evolutionary neural network. Computational Methods in Engineering & Science. Proceedings of “Enhancement and Promotion of Computational Methods in Engineering and Science X” Aug. 21-23, 2006, Sanya, China, edited by Yao, Z.H. & Yuan, M.W. p. 275.

Hoek, E., Carranza-Torres, C.T. & Corkum, B. 2002. Hoek-Brown failure criterion-2002 edition. Proceedings of NARMS-Tac. pp. 267-273.

Huang, R.Q. 2015. Understanding the mechanism of large-scale landslides. Engineering Geology for Society and Territory 2: 13-32.

Huang, R.Q. 2009. Some catastrophic landslides since the twentieth century in the southwest of China. Landslides 6(1): 69-81.

Huang, R.Q. & Li, W.L. 2011. Formation, distribution and risk control of landslides in China. Journal of Rock Mechanics and Geotechnical Engineering 3(2): 97-116.

Huang, N.M., Radiman, S. & Chia, C.H. 2009. Synthesis and characterization of cobalt sulfide using sucrose ester micelles and application as dye adsorption agent. Sains Malaysiana 38(6): 863-868.

Ji, J. & Liao, H. J. 2014. Sensitivity-based reliability analysis of earth slopes using finite element method. Geomechanics and Engineering 6(6): 545-560.

Kamsani, S.R., Ibrahim, N. & Ishak, N.A. 2017. Psychological debriefing intervention: From the lens of disaster volunteers. Malaysian Journal of Geoscience 1(1): 32-33.

Kwong, A.K.L., Wang, M., Lee, C.F. & Law, K.T. 2004. A review of landslide problems and mitigation measures in Chongqing and Hong Kong: Similarities and differences. Engineering Geology 76(1-2): 27-39.

Lai, G.T., Razib, A.M.M., Mazlan, N.A., Rafek, A.G., Serasa, A.S., Simon, N., Surip, N., Ern, L.K. & Rusli, T.M. 2017. Rock slope stability assessment of limestone hills in Northern Kinta Valley, Ipoh, Perak, Malaysia. Geological Behavior 1(1): 16-18.

Li, X. 1995. Analysis of the relationship between heavy rainfall and geological hazard in Chongqing. Chinese Journal of Geological Hazard and Control 6(3): 39-41.

Li, X.F., Zhou, C.M., Wu, Y.L., Qin, S.W., Qiu, D.D. & Xiao, Y. 2009. Comprehensive geophysical techniques in highway tunnel investigation. International Conference on Transportation Engineering 2009, Chengdu, China.

Liu, J.G., Mason, P.J., Clerici, N., Chen, S., Davis, A., Miao, F., Deng, H. & Liang, L. 2004. Landslide hazard assessment in the three gorges area of the Yangtze River using ASTER imagery: Zigui-Badong. Geomorphology 61(1-2): 171-187.

Liu, J.G., Mason, P.J., Clerici, N., Chen, S., Davis, A.M., Miao, F. & Liang, L. 2003. Landslide hazard assessment in the three gorges area of the Yangtze River using ASTER imagery. IEEE International Geoscience and Remote Sensing Symposium Proceedings 2003. 2: 1302-1304.

National Standard of the People's Republic of China (NSPRC). 2004. Specification for Design of Highway Subgrades (JTGD30-2004). Beijing: China Communications Press.

National Standard of the People's Republic of China (NSPRC). 1994. Code for Investigation of Geotechnical Engineering (GB50021-94). Guangdong: Guangdong Map Publishing House.

Nian, T.K., Liu, B., Han, J. & Huang, R.Q. 2014. Effect of seismic acceleration directions on dynamic earth pressures in retaining structures. Geomechanics and Engineering 7(3): 263-277.

Skempton, A.W. 1985. Residual strength of clays in landslides, folded strata and the laboratory. Geotechnique 35(1): 3-18.

Tang, J.X., Cai, S.M., Wei, Z.A., Yin, G.Z. & Li, D.W. 2002. Discussion about landslip mechanism of J contract segment^#3 slope at Wan-Liang highway. Rock and Soil Mechanics 23(6): 825- 827.

Wang, J.C., Tan, W.H., Feng, S.W. & Zhou, R.D. 2000. Reliability analysis of an open pit coal mine slope. International Journal of Rock Mechanics and Mining Sciences 37(4): 715-721.

Wang, S.G., Gao, Y.T., Ma, F. & Zhang, Y.H. 2004. Studies on reinforcement technique of bracing structures of roadbed. Rock and Soil Mechanics 25(1): 111-114.

Waters, H.J. 1997. China's Economic Development Strategies for the 21st Century. California: Greenwood Publishing Group.

Wei, Z.A., Li, S.H., Wang, J.G. & Wan, L. 2006. A dynamic comprehensive method for landslide control. Engineering Geology 84(1-2): 1-11.

Wu, F.Q. & Qi, S.W. 2013. Global View of Engineering Geology and the Environment. Boca Raton: CRC Press.

Wu, S.C., Jin, A.B. & Wang, J.N. 2005. Numerical simulation of stability assessment and design- making of a subgrade retaining wall on slope. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering 24: 5382-5388.

Xu, Q., Fan, X., Huang, R., Yin, Y., Hou, S., Dong, X. & Tang, M. 2010. A catastrophic rockslide-debris flow in Wulong, Chongqing, China in 2009: Background, characterization, and causes. Landslides 7(1): 75-87.

Yang, X.Q., Zhang, L.J. & Ji, X.M. 2013. Strength characteristics of transversely isotropic rock materials. Geomechanics and Engineering 5(1): 71-86.

Yeung, Y.M. & Shen, J.F. 2004. Developing China's West: A Critical Path to Balanced National Development. Hong Kong: Chinese University Press.

Yin, G.Z., Li, G.Z., Wei, Z.A., Wan, L., Shui, G.H. & Jing, X.F. 2011. Stability analysis of a copper tailings dam via laboratory model tests: A Chinese case study. Minerals Engineering 24(2): 122-130.

Yu, Q.L., Zhu, W.C., Tang, C.A. & Yang, T.H. 2014. Impact of rock microstructures on failure processes-Numerical study based on DIP technique. Geomechanics and Engineering 7(4): 375-401.

Zhang, F.Y. 2007. Study on evolution process and stability of the No. 1 landslide at the downstream of the Jishixia hydropower station. Master Dissertation; Lanzhou University, China (Unpublished).

 

*Pengarang untuk surat-menyurat; email: 673054399@qq.com

 

 

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