Mechanical properties of sandy soil at different depths

In this study, with regard to the differences of formation stage and physicochemical properties for different high organic soft clay layers, a series of laboratory tests have been carried out to evaluate the mechanical properties of high organic soft clay in Northeast China. The conventional high-pressure consolidation and strain-controlled triaxial shear tests have been carried out to measure the compression and shear strength of high organic soft clay which formed in different ages. Furthermore, the comparisons of stress-strain relations between undisturbed and remoulded high organic soft clay samples under the confining pressure of 300kPa reveal the significant differences in compression and shear strengths of high organic soft clay at different depths, which can be interpreted by the differences in the degree of decomposition of the soil. The test results show that the degree of decomposition of high organic soft clay greatly depend on its formation stage at different depths, which is deemed to determine the mechanical properties. This study will provide a good guide to civil engineers on the constructions of the foundation.

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In situ investigation of the impact of cyclic thermal variations impact on the mechanical properties of sandy soil.

10.5194/egusphere-egu2020-5622 ◽

2020 ◽

Author(s):

Sandrine Rosin-Paumier ◽

Hossein Eslami ◽

Farimah Masrouri

Keyword(s):

Mechanical Properties ◽

Sandy Soil ◽

In Situ Investigation ◽

Energy Piles ◽

Before And After ◽

Cyclic Variations ◽

Loading Tests ◽

Adjacent Soil ◽

Comparison Of The Results ◽

The Impact

<p>The incorporation of heat exchangers into geostructures leads to changes in the temperature of the adjacent soil, which may affect its hydro-mechanical properties. In this study, mini-pressiometer tests were carried out in the vicinity of three experimental energy piles of 12 meters length and 0.52-meter diameter installed in saturated sandy soil. Tests were carried out in three locations and in two different depths (namely 3 and 4 meters in depth) before and after cyclic variations of their temperature. The pressuremeter parameters are the pressuremeter modulus EM, the limit pressure PL and the creep-pressure Pf. These parameters characterize the properties of the soils; some measurements were done close to the energy piles (1.25 meters from the center of the pile) using a mini-pressuremeter cell (380 mm in height and 28 mm in diameter). The comparison of the results before and after the four warming-cooling cycles (8&#176; to 19&#176; C) showed a thin thickening of the material at 3 meters depth. These results are coherent with in-lab measurements and with the results of the pile loading tests carried out later on the same site.</p>

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Improvement Effect of Reticular Glass Fibers on the Mechanical Properties of Tailings Sand with the Lenticle (Layered Sandy Soil)

Water ◽

10.3390/w13101379 ◽

2021 ◽

Vol 13 (10) ◽

pp. 1379

Author(s):

Xiaofei Jing ◽

Changshu Pan ◽

Yulong Chen ◽

Xiangfu Li ◽

Wensong Wang ◽

...

Keyword(s):

Mechanical Properties ◽

Shear Strength ◽

Sandy Soil ◽

Axial Strain ◽

Glass Fibers ◽

Fine Sand ◽

Tailings Dam ◽

Reticular Fiber ◽

Tailings Sand ◽

Improvement Effect

Glass fiber is a kind of polymer, which can effectively improve the mechanical properties of sand. However, the improvement effect of glass fibers with a reticular structure is different from that of ordinary fibers. At the same time, the sandy soil structure is diversified and part of the soil is layered, such as the lenticle in tailings dam, which often forms layered sandy soil with nearby tailings sand. The existence of the lenticle has adverse effects on the stability of the tailings dam. In order to study the reinforcement effects of reticular glass fibers on tailing sand with the lenticle (layered sand), a series of triaxial shear tests were carried out on the tailings sand by changing the layers of reticular glass fibers and the position of reinforcement. The results demonstrated the following five main points: (1) the shear strength of the tailings with the lenticle is significantly lower than the shear strength of the tailings fine sand, and the influence of the lenticle on the shear strength of the tailings is mainly concentrated on the cohesion. (2) When the reticular fiber is added to the tailings with the lenticle, the cohesion of the sample increases nonlinearly with the increase of the number of fiber layers, while the internal friction angle is basically unchanged. (3) The improvement effect of the reticular fiber on the shear strength of the sample varies with the position of the reinforcement, which is represented as the interface > tailings fine sand > lenticle. (4) Only when the axial strain develops to a certain extent, the reinforcement of the reticular fibers is reflected. (5) The reinforcement effects of reticulated fibers are determined by the interaction of forces at the interface between fibers and sand. The research results can not only provide a scientific basis for the construction of reinforced tailings dam, but also play a guiding role in disaster prevention and mitigation work of reinforced slopes with a weak zone, and even provide the reference for the reinforcement research of layered structures.

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Relationships among microstructure, precipitation and mechanical properties in different depths of Ti–Mo low carbon low alloy steel plate

Materials Science and Engineering A ◽

10.1016/j.msea.2015.10.055 ◽

2016 ◽

Vol 651 ◽

pp. 185-191 ◽

Cited By ~ 14

Author(s):

Lei Cheng ◽

Qing-wu Cai ◽

Bao-sheng Xie ◽

Zhen Ning ◽

Xiao-cui Zhou ◽

...

Keyword(s):

Mechanical Properties ◽

Alloy Steel ◽

Steel Plate ◽

Low Carbon ◽

Low Alloy Steel ◽

Different Depths

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Experimental study on the effect of chitosan biopolymer on sandy soil stabilization

E3S Web of Conferences ◽

10.1051/e3sconf/202019506007 ◽

2020 ◽

Vol 195 ◽

pp. 06007

Author(s):

Nader Shariatmadari ◽

Mohammad Reza ◽

Amiri Tasuji ◽

Pooria Ghadir ◽

A. Akbar Javadi

Keyword(s):

Mechanical Properties ◽

Sandy Soil ◽

Contaminated Soils ◽

Soil Stabilization ◽

Soil Improvement ◽

Compression Tests ◽

Unconfined Compression ◽

Curing Conditions ◽

Removal Of Heavy Metals ◽

Chitosan Biopolymer

Due to the environmental impacts of conventional soil stabilization materials, such as cement, ongoing efforts have been carried out by different researchers to find alternative economical materials for substitution. Biopolymers are environmentally friendly materials that are widely used in different geoenvironmental applications such as removal of heavy metals from contaminated soils, reduction of soil hydraulic conductivity, erosion control, and soil improvement. In this research the feasibility of using chitosan biopolymer for sandy soil stabilization has been studied. The effects of biopolymer content, curing time, and curing conditions have investigated using unconfined compression tests. The results indicated that incorporation of chitosan has the potential to increase the interparticle cohesion between the particles and considerable improvement of sandy soil mechanical properties. After initial strengthening of the soil, some strength reduction over time was observed due to the degradation characteristics of the chitosan. With regards to the curing condition, better performances at dry condition compare to the wet and saturated environment were achieved. In addition to soil mechanical properties, the pore plugging effect of chitosan biopolymer on highly permeable sandy soil has been studied in this study.

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