›› 2007, Vol. 28 ›› Issue (S1): 144-148.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Multi-scale analysis of displacement evolution of slopes

LIN Da-chao, ZHANG Rui-hong, QI Hong-wei, ZHANG Fu-qiang   

  1. Department of Civil Engineering, North China Institute of Science and Technology, Beijing 101601, China
  • Received:2007-05-31 Online:2007-10-25 Published:2014-03-28

Abstract: A general relation, expressing changes in averages of slope displacements at different time scales as wavelet transform coefficients corresponding to those scales, is presented through analyzing the integral description of the difference between averages of measured displacement data over two adjacent time intervals in comparison with the wavelet transform equation by using Harr wavelet mother function. On basis of this relation, a method to carry out the multi-scale analysis of displacement evolution for slopes is proposed in which changes in averages of slope displacements over two adjacent time intervals at different time scales can be determined by means of wavelet transform method. The multi-scale characteristics of displacement evolution for the new landslide in Wolongsi slope, the excavation of the permanent ship lock in the Three Gorges Project, and the construction of the intake in Geheyan Hydropower Station, respectively, are discussed by using the measured data of slope deformation. When the developing tendency of slope displacements is relatively regular, their characteristics evolving with time can be draw from the measured data at one time scale level. The influence of strong excavation disturbances up on slope deformation can be approximated by the raising line that links the end of support time interval at a given scale with the time point at which the displacement sharply changes.

Key words: rock and soil mechanics, slope, displacement, multi-scale analysis, wavelet transform

CLC Number: 

  • TU 454
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] CHEN Jian-xu, SONG Wen-wu, . Non-limit active earth pressure for retaining wall under translational motion [J]. Rock and Soil Mechanics, 2019, 40(6): 2284-2292.
[2] YU Guo, XIE Mo-wen, SUN Zi-hao, LIU Peng. Construction of approximation function of normal stress distribution on sliding surface of three-dimensional symmetrical slope based on GIS [J]. Rock and Soil Mechanics, 2019, 40(6): 2332-2340.
[3] YANG Jie, MA Chun-hui, CHENG Lin, LÜ Gao, LI Bin, . Research advances in the deformation of high-steep slopes and its influence on dam safety [J]. Rock and Soil Mechanics, 2019, 40(6): 2341-2353.
[4] WU Guan-ye, ZHENG Hui-feng, XU Jian-rong. Model test study of stability and failure mechanism of three-dimensional complicated block system slope with deeply reinforcement [J]. Rock and Soil Mechanics, 2019, 40(6): 2369-2378.
[5] ZHANG Kui, ZHAO Cheng-gang, LI Wei-hua. Study of the seismic response of the seafloor ground containing soft soil [J]. Rock and Soil Mechanics, 2019, 40(6): 2456-2468.
[6] HE Gui-cheng, LIAO Jia-hai, LI Feng-xiong, WANG Zhao, ZHANG Qiu-cai, ZHANG Zhi-jun. A coupled thermo- pore water-mechanical model for a weak interlayer in water saturated slope and its application [J]. Rock and Soil Mechanics, 2019, 40(5): 1663-1672.
[7] XU Peng, JIANG Guan-lu, LEI Tao, LIU Qi, WANG Zhi-meng, LIU Yong, . Calculation of seismic displacement of reinforced soil retaining walls considering backfill strength [J]. Rock and Soil Mechanics, 2019, 40(5): 1841-1846.
[8] ZHU Ren-jie, CHE Ai-lan, YAN Fei, WEN Hai, GE Xiu-run, . Dynamic evolution of rock slope with connective structural surface [J]. Rock and Soil Mechanics, 2019, 40(5): 1907-1915.
[9] LIU Han-xiang, XU Qiang, ZHU Xing, ZHOU Xiao-peng, LIU Wen-de. Marginal spectrum characteristics of the rock slope with a soft interlayer during an earthquake [J]. Rock and Soil Mechanics, 2019, 40(4): 1387-1396.
[10] YU Guo, XIE Mo-wen, ZHENG Zheng-qin, QIN Shi-he, DU Yan, . Research on slope stability calculation method based on GIS [J]. Rock and Soil Mechanics, 2019, 40(4): 1397-1404.
[11] XU Peng , JIANG Guan-lu , WANG Xun, HUANG Hao-wei , HUANG Zhe, WANG Zhi-meng, . Centrifuge model tests on influence of facing on reinforced soil retaining walls [J]. Rock and Soil Mechanics, 2019, 40(4): 1427-1432.
[12] LU Hua-xi, XU Lu-yao, LIANG Ping-ying, WU Bi-tao. Influence of hill on railway environmental vibration [J]. Rock and Soil Mechanics, 2019, 40(4): 1561-1568.
[13] LI Shi-jun, MA Chang-hui, LIU Ying-ming, HAN Yu-zhen, ZHANG Bin, ZHANG Ga, . Centrifuge model tests and numerical simulation on progressive failure behavior of slope above a mine-out area [J]. Rock and Soil Mechanics, 2019, 40(4): 1577-1583.
[14] ZHANG Jing-ke, SHAN Ting-ting, WANG Yu-chao, WANG Nan, FAN Meng, ZHAO Lin-yi, . Mechanical properties of soil-grout interface of anchor system in earthen sites [J]. Rock and Soil Mechanics, 2019, 40(3): 903-912.
[15] ZHANG Xun, HUANG Mao-song, HU Zhi-ping, . Model tests on cumulative deformation characteristics of a single pile subjected to lateral cyclic loading in sand [J]. Rock and Soil Mechanics, 2019, 40(3): 933-941.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WU Qiong, TANG Hui-ming, WANG Liang-qing, LIN Zhi-hong. Analytic solutions for phreatic line in reservoir slope with inclined impervious bed under rainfall and reservoir water level fluctuation[J]. , 2009, 30(10): 3025 -3031 .
[2] HE Fa-guo, CHEN Wen-wu, HAN Wen-feng, ZHANG Jing-ke. Correlation of microstructure indices and performance of sand solidified with polymer material SH[J]. , 2009, 30(12): 3803 -3807 .
[3] LEI Yong-sheng. Research on protective measures of City Wall and Bell Tower due to underneath crossing Xi’an Metro Line No.2[J]. , 2010, 31(1): 223 -228 .
[4] SHANG Shou-ping, SUI Xiao-xi, ZHOU Zhi-jin, LIU Fang-cheng, XIONG Wei. Study of dynamic shear modulus of granulated rubber-sand mixture[J]. , 2010, 31(2): 377 -381 .
[5] ZHONG Guo-sheng, XIONG Zheng-ming. Safety assessment of structure by blasting seism based on wavelet packet energy spectra[J]. , 2010, 31(5): 1522 -1528 .
[6] XIAO Zhong, WANG Yuan-zhan, JI Chun-ning, HUANG Tai-kun, SHAN Xu. Stability analysis of large cylindrical structure for strengthening soft foundation under wave load[J]. , 2010, 31(8): 2648 -2654 .
[7] ZHAO Hong-bo, RU Zhong-liang, ZHANG Shi-ke. Application of support vector machine to reliability analysis of underground engineering[J]. , 2009, 30(2): 526 -530 .
[8] XU Yang, GAO Qian, LI Xin, LI Jun-hua, JIA Yun-xi. In-situ experimental study of permeability of rock and soil aggregates[J]. , 2009, 30(3): 855 -858 .
[9] ZHANG Ting,LIU Han-long,HU Yu-xia,STEWART Doug. Geotechnical drum centrifuge technique and its engineering application[J]. , 2009, 30(4): 1191 -1196 .
[10] HU Zai-qiang, LI Hong-ru, SU Yong-jiang. 3-D static stress and displacement analysis of Gangqu river concrete faced rockfill dam[J]. , 2009, 30(S2): 312 -0317 .