Riqing X, Liyang X, Weiwen D, Yihong Z (2015) Experimental study on soft clay contact area based on SEM and IPP. Journal of Earth Science and Enviroment 03:104–110 Riqing X, Weiwen D, Xubo LJ, Xuegui Z, Liyang X, Jianyang L (2015) Quantitative analysis of soft clay three-dimensional Porsity based on SEM image information. Science Technology and Engineering 14(17):143–149 Qingjun F, Baoning H (2014) Research Progress at geotechnical micro and Mesostructure.
Chinese Journal of Underground Space and Engineering 11(2):375–381
Peixia L, Ling C, Yongfu X (2015) Fractal theory of unsaturated soil mechanics. Journal of Hunan University (Natural Sciences) 42(1):75–80 Minghua Z, Jie D, Ling Z, Gaoliang T (2015) Fractal theory-based study of the permeability of Fly ash. Jiru Z, Yong H, Hongling Y, Gaoliang T (2015) Predicting soil-water characteristic curve from multi-fractal particle-size distribution of clay. Journal of Southeast University (Natural Science Edition) 41(5):1070–1074 Jianwen D, Zhenshun H, Songyu L (2011) Triaxial shear test of flow-solidified soil of dredged clays. Guozhu L, Jie X, Fei W and Di W (2013) Application Research on Curing Agent Fly Ash Stabilized Silty Soil, Fly Ash Comprehensive Utilization, (15): 44–46 Chin J Rock Mech Eng 20(6):864–870ĭongxing W, Weiya X (2012) Research on strength and durability of sediments solidified with high volume fly ash. The research shows that there is no linear relation between the internal friction angle and the micro-structure parameters The cohesion has a good linear relation with three micro-structure parameters Compared with the other two microstructural parameters, the function of the plane void ratio on the cohesion is greater.īin S, Hongtao J (2001) Research on the analysis techniques for clayey soil microstructure. The image is dealt with by using Image-Pro Plus (IPP), and the micro-structure parameters are deduced that include mean equivalent particle diameter D p, mean equivalent pore diameter D b and plane void ratio e. The microscopic images are obtained by using Scanning Electron Microscope (SEM). The dredger fill is solidified by the different curing agent mixed with fly ash, and the shear strength index is measured by the direct shear test. The purpose of this paper is to get the macro-micro relationship. However, most of the literature is only qualitative analysis between macro and micro.
Once the files have finished copying, select the Safely Remove Hardware and Eject Media icon on the taskbar, and remove your USB.įor more info on how to use the image, see Creating and using a USB recovery drive for Surface.The connection between shear strength and micro-structure of solidified soil is to be done. Select all the files from the recovery image folder, copy them to the USB recovery drive you created, and then select Choose to replace the files in the destination.
zip file that you previously downloaded to open it. When the recovery drive is ready, select Finish.ĭouble-click the recovery image. Some utilities need to be copied to the recovery drive, so this might take a few minutes. Select your USB drive, and then select Next > Create. Make sure to clear the Back up system files to the recovery drive check box and then select Next. In the User Account Control box, select Yes.
In the search box on the taskbar, enter recovery drive, then select Create a recovery drive or Recovery Drive from the results. You might be asked to enter an admin password or confirm your choice.
Make sure the PC you downloaded the recovery image to is turned on and plugged in, then insert the USB recovery drive into the USB port. Make sure you're using a blank USB drive, or be sure to transfer any important data on your USB drive to another storage device before using it to create a recovery drive.
Important: Creating a recovery drive will erase everything that’s stored on your USB drive.