scholarly journals FIELD TESTS OF EXPANSIVE SOIL EMBANKMENT SLOPE DEFORMATION UNDER THE EFFECT OF THE RAINFALL EVAPORATION CYCLE

2017 ◽  
Vol 15 (3) ◽  
pp. 343-357 ◽  
Author(s):  
JD Wang
2014 ◽  
Vol 556-562 ◽  
pp. 3148-3151
Author(s):  
Da Shu Guan ◽  
Yu Qi Li ◽  
Zhi Xing Huang ◽  
Shuai Dong Yang

This paper introduces IBIS-L (Image by Interferometric Survey-L) and its application on early warning system of embankment slope deformation. Visual Basic programming language and Microsoft SQL Server are used to develop the software of early warning system of embankment slope’s deformation, which can build the model to predict and early warn of the deformation of embankment slope with considering the parameters obtained both by IBIS-L and routine monitoring.


2013 ◽  
Vol 838-841 ◽  
pp. 821-824
Author(s):  
Qi Yong You

The main reason of expansive soil embankment slope landslide is the infiltration of rainwater. Analyzing engineering characteristics and failure mechanism of expansive soil embankment slope, considering the force of expansion under the infiltration of rainwater, and choosing the appropriate constitutive model, simulate expansive soil embankment slope under humidification state. According different conditions of the expansive soil and different depth of infiltration, and simplifying the swelling force, establish a simple and reasonable model of expansion force changes. Expansive soil embankment slope stability is mainly affected by the moisture of expansive soil slope after analyzing the calculation results. The safety of expansive soil slope after immersion in rainwater decreases significantly. It shows designers should choose reasonable slope ratio and consider the embankment slope protection and drainage measures.


2012 ◽  
Vol 49 (9) ◽  
pp. 1059-1073 ◽  
Author(s):  
Pathmanathan Rajeev ◽  
Derek Chan ◽  
Jayantha Kodikara

Land surface and subsurface variables, such as soil moisture–suction and temperature, are among the most important components to study the behaviour of expansive soil, geothermal energy, and climate change. A more accurate and long-term series of soil moisture and temperature prediction, due to ground–atmosphere interaction, is very important for real-time drought monitoring for understanding and improving the behaviour of soil, buried structures, and climate prediction. In this study, ground–atmosphere interaction is numerically modelled using Vadose/W software for two instrumented sites in Melbourne, Australia. Soil moisture and temperature down to 2 m depth were monitored over 2 years at discrete locations and the meteorological variables including air temperature, air humidity, wind speed, precipitation, and solar radiation were measured from a weather station installed at the sites. Further, laboratory and field tests were performed to establish initial conditions and soil characteristics such as the soil-water characteristic curve (SWCC ), hydraulic conductivity, and thermal conductivity functions. The numerical model results were calibrated with the field data, indicating good agreement between numerical and field results. The calibrated numerical model was used to compute the long-term moisture and temperature variations into the immediate future using the past 20 years of weather data in Melbourne.


2011 ◽  
Vol 261-263 ◽  
pp. 1329-1335 ◽  
Author(s):  
Ming Wu Wang ◽  
Kang Ge ◽  
Da Rong Zhu

Foundation treatment of expansive soils is a complex worldwide problem. Herein engineering behaviors of expansive soils and improved expansive soils with lime (IESL) in the runway area of Xinqiao international airport of Hefei were investigated by means of laboratory experiments and field tests. It was concluded that the expansive soils of mean plasticity index 24.2, and optimum moisture content of 16% in the engineering area, behaved weak and medium expansive potential. The plastic index of improved expansive soil of 7% lime mixed indoor and of 8% lime incorporated on site dropped to 20 and 13. At the same time, the free swelling ratios of IESL reduced up to 6.31 % and 3% relative to 46.5% of expansive soil, and the swelling pressure also decreased from 67.5 kPa to 4.05 and 11.28 kPa, respectively. The mean unconfined compression strength of improved expansive soil of 7 % lime on site was 853 kPa, 71% stronger of that of expansive soils. And the soil response modulus was up to 235.2 MN/m3, 9 times of expansive soils. It was also found form the immersion tests on site that the swell value of IESL was only 30% at most of expansive soils at the same depth. These results indicate that the compacted IESLs have a good bearing capacity, strength and water stability, so the engineering behaviors of IESLs are much better than those of expansive soils, and prove that the modification plan, expansive soils incorporated 7% lime on site could meet the design requirements.


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