Experimental Investigation and Sensitivity Analysis for the Effects of Fracture Parameters to the Conductance Properties of Laterite

This experiment discusses the effects of fracture parameters such as depth, length, width, angle and the number of the fracture to the conductance properties of laterite using the DUK-2B digital electrical measurement system combined with the method of simulating the fractures. The results of experiment show that the changes of fracture parameters produce effects to the conductance properties of laterite. There is a clear degressive period of the conductivity of laterite during increasing the depth, length, width, or the angle and the quantity of fracture gradually. When the depth of fracture exceeds the half thickness of the soil body, the conductivity of laterite shows evidently non-linear diminishing pattern and the amplitude of decrease tends to increase. The length of fracture has fewer effects than the depth to the conductivity. When the width of fracture reaches some fixed values, the change of the conductivity is less sensitive to the change of the width, and at this time, the conductivity of laterite maintains at a stable level. When the angle of fracture is less than 45°, the decrease of the conductivity is more clearly as the angle increases. But when angle is more than 45°, change of the conductivity is relatively gentle as the angle increases. The increasing quantity of the fracture causes the other fracture parameters having great impact on the change of conductivity. When moisture content and temperature were unchanged, depth and angle of fractures are the major factors affecting the conductivity of laterite soil; quantity, length, and width are minor influencing factors. The sensitivity of fracture parameters affect conductivity of laterite soil is: depth >angles >quantity >length >width.




References:
[1] Archie G E, The electric resistivity log as aid in determining some
reservoir characteristics. Transaction, American Institute of Mining,
Metallurgical and Petroleum Engineers, vol.146.pp.54-61. 1942.
[2] Smith S S, Arulanandan K. Relationship of electrical dispersion to soil
properties. Journal of Geotechnical Engineering. Division, ASCE,
vol.107(5).pp.591-604. 1981.
[3] Kalinski R, Kelly W. Electrical-resistivity measurements for evaluating
compacted soil liners. Journal of Geotechnical Engineering, ASCE,
vol.120(2). pp.451-457. 1994.
[4] Campanella R G, Weemees I. Development and use of an electrical
resistivity cone for groundwater contamination studies.Canadian
Geotechnical Journal, vol. 27.pp.557-567. 1990.
[5] Dong Xiao-qiang Bai Xiao-hong and Zhao Yong-qiang. Testing for
soil-cement polluted by H2SO4 solution using electrical method. Chinese
Journal of Environmental Engineering, vol.1(11) .pp.124-127. 2007.
[6] LIU Song-yu, HAN Li-hua, and DU Yan-jun, Experimental study on
electrical resistivity of soil-cement Chinese Journal of Geotechnical
Engineering, vol. (11) .pp.592-597. 2006.
[7] ZHA Fu-sheng, LIU Song-yu, and DU Yan-jun, Evaluation of
physicochemical process in stabilized expansive soils using electrical
resistivity method. Rock and Soil Mechanics, vol.30(6) .pp.1711-1718.
2009.
[8] Arulmoli K, Arulanandan K, and Seed H B, New method for evaluating
liquefaction potential.Journal of Geotechnical Engineering Division,
ASCE, vol.111(1) .pp.95-114. 1985.
[9] Fukue M, Minato T, Horibe H, and Taya N. The micro-structures of clay
given by resistivity measurements.Engineering Geology, vol.54.pp.43-53.
1999.
[10] ZHA Fu-sheng, LIU Song-yu, DU Yan-jun, Quantitative assessment on
change in microstructure of loess during collapsing using electrical
resistivity measurement. Rock and Soil Mechanics, vol.31(6)
.pp.1692-1697. 2010.
[11] TAN Luo-rong ,KONG Ling-wei. Special Geotechnical Engineering
Soil. Beijing: Science Press, 2006.
[12] ZHAO Ying-wen, KONG Ling-wei, GUO Ai-guo, and TUO
Yong-fei.Mechanical behaviors and water-sensitive properties of intact
Guangxi laterite. Rock and Soil Mechanics, vol. 24(4) .pp. 568-572.
2003.
[13] KONG Ling-wei, CHEN Jian-bin, and GUO Ai-guo, Field response tests
on expansive soil slopes under atmosphere. Rock and Soil Mechanics,
vol.29(7) .pp.1065-1073. 2007.
[14] FANG Kai-tai. Uniform design and uniform design table.Beijing:
Science Press, 1994.
[15] Zhai Guo-fu, Fan Wei-wei, and Liang Hui-min. An Optimization Method
for the Contact Slip Length of Space Electromagnetic Relay Based on
Uniform Experimental Design. Transactions of China Electrotechnical
Society, vol.24(10) .pp.59-64. 2009.
[16] TANG Hua, SHI Guicai,GE Xiurun, . Application of Uniform Design to
Displacement Back Analysis in Underground Engineering Chinese
Journal of Rock Mechanics and Engineering, vol.25(10) .pp.2017-2022.
2006.
[17] JIANG Hua-yi, WEI Ai-jun, and HUANG Li. Study on the law of
microwave demulsification dehydration using uniform design method.
Journal of Xi an Shiyou University(Naturnal Science Edition), vol.21(1)
.pp.39-41. 2006.
[18] Dasog G S, Shashidhara G B. Dimensional and volume of cracks in a
Vertisol under different crop covers. Soil Sci, vol.156.pp. 424-428. 1993.
[19] Ringrose-Voase A J, Sanidad W B. A method for measuring the
development of surface cracks in soils application to crack development
after lowland rice .Geoderma, vol.71.pp.245-261. 1996.
[20] YI Shun-min, LI Zhi-heng, and ZHANG Yan-zhong. The fractal
characteristics of fractures in expansion soil and its significance.Chinese
Journal of Geotechnical Engineering, vol.21(3) .pp.294-298. 1999.
[21] TANG Chao-sheng, SHI Bin, and LIU Chun,Developing law and
morphological analysis of shrinkage cracks of clayey soil under different
temperatures.Chinese Journal of Geotechnical Engineering, vol.29(5)
.pp.743-749. 2007.
[22] MA Jia, CHEN Shan-xiong, and YU Fei, Experimental research on crack
evolution process in fissured clay . Rock and Soil Mechanics, vol.28(10)
.pp.2203-2208. 2007.
[23] CHEN Zheng-han, FANG Xiang-wei, and ZHU Yuan-qing, Research on
meso-structures and their evolution laws of expansive soil and loess.
Rock and Soil Mechanics, vol.30(1) .pp.1-11. 2009.