Computerized tomography (CT) scanning test research on intact moraine soil on west side of Yulong snow mountain
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Computerized tomography (CT) scanning test research on intact moraine soil on west side of Yulong snow mountain
Vol. 35, Issue 6, (2014)
作者机构:
中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉,430071
作者简介:
基金信息:
DOI:
CLC:TU441+.2
Online First:20 June 2014,
Published:2014
稿件说明:
移动端阅览
Lü Shi-zhan, WANG Ren, HU Ming-jian, et al. Computerized tomography (CT) scanning test research on intact moraine soil on west side of Yulong snow mountain[J]. 2014, 35(6).
DOI:
Lü Shi-zhan, WANG Ren, HU Ming-jian, et al. Computerized tomography (CT) scanning test research on intact moraine soil on west side of Yulong snow mountain[J]. 2014, 35(6).DOI:
Computerized tomography (CT) scanning test research on intact moraine soil on west side of Yulong snow mountain
Moraine soil is a kind of special geotechnical material generated by rapid mixed depositing of boulders
gravel
sand
silt and clay without sorting when quaternary glacier moving and melting. Engineering problems caused by moraine soil have attracted more and more attentions from geotechnical engineering field. Meso-fabric of gravel particles is a reflection of the unique sedimentary history and directly affects the geotechnical properties of moraine soil. However
subjecting to the hardness of obtaining undisturbed moraine soil samples
there is few researches on it. To change this situation
we succeeded in getting undisturbed moraine soil samples from west Yulong Snow Mountain with delicate manual cutting work. Then the 6 pieces of moraine soil samples are scanned by CT instrument and the real meso-fabric images of internal moraine soil are obtained for the first time. After binarization of CT images and de-noising processing with the help of Matlab
section fabric indexes of stone area ratio
grain orientation and particle shape of moraine soil gravel particles are given with conventional statistical methods. The results show that the difference between vertical sections is minor
however the difference between vertical and horizontal sections is significant.
Analysis of non-coaxial characters of sand for simple shear test with the method of macro-meso-incorporation
Experimental study of the meso-contact damage of fractured rocks in creep shear
Visualization testing on liquefaction properties of saturated sands
A study of freezing deformation of tunnel surrounding rock in cold region
Experimental study on the definition and evolution characteristics of unfrozen water retention states in frozen clay
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QIAN Jian-gu
HUANG Mao-song
LI Xue-feng
MAO Ling-tao
JU Yang
CAO Qiu-ju
LI Fei
WANG Jin-an
Related Institution
Department of Geotechnical Engineering, Tongji University
Solid Mechanics Institute, Ningxia University
State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology
Key Laboratory of Education Ministry for Safety and High Efficiency Mining of Metal Mine, School of Civil and Environmental Engineering, University of Science and Technology Beijing