جستجوی مقالات مرتبط با کلیدواژه « compressive strength » در نشریات گروه « آب و خاک »

Maintaining soil structure and stability is essential, especially in arid and semi-arid regions with poor soil structural stability. Destruction of soil and its crust can cause wind erosion and desertification. The objective of this study was to investigate the effect of using hydrogel nanocomposite mulch on the stabilization of sand surfaces. A wind tunnel test was used to evaluate the erodibility of samples treated with different amounts of hydrogel nanocomposite. The compressive strength of the samples was measured by a manual penetrometer. The prepared nanocomposites were examined using scanning electron microscopy (FE-SEM), infrared spectroscopy (FTIR), and X-ray diffraction (XRD) images. The results of the wind tunnel showed that the addition of hydrogel nanocomposite to the samples improved the soil erosion rate by 100% at a speed of 15 m/s compared to the control sample. Bonding between sand particles by spraying hydrogel nanocomposites improves the erodibility of sand. Measurement of mechanical strength of treated samples after 30 days showed that the resistance of the crust increased with increasing the amount of nanocellulose in the composite, which can be expressed due to the increased surface area of the nanoparticle and the possibility of further bonding of the nanocomposite polymer bed with sand particles. While the crust diameter showed no significant difference with increasing concentration and the sample treated with nanocomposites containing 3% nanoparticles was thicker compared to other samples.

The existence of silty sand in the infrastructure under concrete constructions, hydraulic structures, and irrigation systems has always caused challenges. Improving this kind of soil is always a challenging approach to increase compressive strength and shear stress. There is a conception that adding some extra material such as concrete can increase the stability of this soil against contributed forces. The present study investigated the effects of curing time (3, 7, 14, 21, and 28 days) and different percentages of various additives (3%, 5%, and 7%) on the strength of the silty sand soils. A series of laboratory tests were carried out to measure the Uniaxial Compressive Strength (UCS) and California Bearing Ratio (CBR) by evaluating the effect of additives on the strength parameters of silty sand soil. In total, 299 experimental tests have been conducted in the soil mechanics laboratory of SRBIAU. Results indicated that adding additives such as concrete to silty sand soil improved significantly the compressive strength and shear strength. The comparisons among the experimental test illustrate that due to increasing the curing time, the aforementioned parameters were increased significantly; however, Confix and Bentonite aggregates did not have a marginal effect on the compressive strength and shear strength. Also, after the 21st day of the curing time, the rate of increment of the UCS and CBR reached slightly and then attained a constant value. Also, after this duration, the curing time is an independent factor in the variation of the UCS and CBR tests. Furthermore, the addition of 5% Pozzolana cement and 7% Portland cement with 28 days of curing had the highest CBR number and UCS resistance of 176.26 and 17.58 kg/cm2, respectively. Also, the sketch of the different failure patterns was shown during the curing time. Finally, by increasing the curing time, the behavior of specimens from semi-brittle to brittle made them harder.

The durability of concrete is defined as its ability to resist weathering action, chemical attack, abrasion, or any other deterioration process to retain its original form, quality, and serviceability when exposed to harsh environment. To a large extent, it is commonly accepted that concrete durability is governed by concrete’s resistance to penetration of aggressive media. This media may be present in a liquid or gaseous state and that may be transported by various mechanisms such as permeation, diffusion, absorption, capillary suction, and combinations of the items just mentioned (Azarsa and Gupta, 2017).Over the last few decades, a great deal of attention has been paid to research and development of electrical resistivity measurement techniques as a nondestructive technique (NDT) to evaluate the durability of concrete structures. Irrigation canals are water structures that transport water supplied from supply sources, such as diversion dams, to the point of consumption for drinking or agricultural purposes. To prevent water seepage losses, the canals beds are lined with various materials such as concrete, stone and sandstone mortar, asphalt, etc. The use of concrete lining in irrigation canals has been more common in Iran and other countries than other materials. Concrete used in irrigation canals is non-reinforced with a thickness of 5 to 10 cm. The basic requirements for good concrete-lined in hardened state are satisfactory compressive strength and sufficient durability. After the implementation of any construction structure, in order to know the desired performance and quality of implementation, it is necessary to evaluate that project. To prevent water seepage in irrigation canals, most of them are lined with concrete materials. Destructive method of core sampling is often used to evaluate the quality of concrete lining in irrigation canals. This is a very costly and time consuming process and requires a great deal of specialized manpower and equipment, while the effects of core damage are not easily remedied. To evaluate executed concrete projects, they are often used using destructive methods and various laboratories are run on them in the laboratory. Although this method achieves relatively real and direct results from the desired parameters, it also has side effects that are sometimes difficult to compensate for. These include project damage, high costs, the need for extensive equipment and equipment, and time consuming, which can sometimes lead to downtime. To prevent these complications, non-destructive testing methods, which are much simpler, faster, and less expensive, can be used if there is evidence of correlation. These include electrical resistance testing, ultrasonic and Schmidt hammers. Today, non-destructive concrete experiments have a good and practical effect on the repair of concrete structures. Non-destructive concrete experiments, by providing various data on existing structures, allow experts and specialists to judge and decide on the performance, needs and methods of repair and reconstruction of concrete structures.

The criterion for evaluating the quality of concrete cover of irrigation canals in different environmental conditions, in practice, is the same as in non-water structures and concrete cover of irrigation canals in the country, the basis of which is the amount of compressive strength and technical criteria, respectively. It is published in 108 (Anon., 2014). In this publication, durable concrete is introduced as concrete that has a relatively high compressive strength and is executed correctly. In this study, in order to establish a relationship between non-destructive electrical resistance tests on site with the parameters of water absorption and compressive strength, which requires destructive testing for their achievement, 13 section from 7 main canals in different study basins were selected in Hamedan province. The electrical resistivity of concrete lining these sections was carried out by using of 4-point Wenner method. The Wenner probe technique was first introduced for the geologist’s field in order to determine soil strata by Wenner at the National Bureau of Standards in the 1910s and then modified through time for concrete application. In this technique, four equally spaced linear electrodes are used to measure the surface electrical resistivity of concrete (Figures 1 and 2). The two exterior electrodes apply an AC current to the concrete surface while the electrical potential is measured from the interior probes. It should be noted that DC current is not desirable as it may result in inaccurate readings because of polarization effect. About 12 cores from each canal and totally 156 cores were prepared. In the laboratory, the compressive strength, initial, boiling and capillary water absorption was measured and the relationships between the non-destructive electrical resistivity tests with each of the parameters of laboratory experiments on the cores were investigated.

Based on the results, it was found that only 3 of the concrete-lined canals were durable in the cold region and the remainder lacked durability. According to the results of the electrical resistivity values with the compressive strength, the correlation direct correlation of 87% is established, so that due to the non-destructive nature of the electrical resistivity test, it can be used to determine other durability and resistance parameters. The results also indicate that the other parameters of durability of the concrete lining in the studied irrigation canals include initial, boiled and capillary water absorption with a correlation coefficient of 87%, 89% and 85%, respectively, and an indirect exponential relationship with electrical resistance values.

Based on results of this paper, without destructive testing, all of these parameters can be estimated accurately by non-destructive 4-point electrical resistance testing and projects can be evaluated.

Impact of frequent wetting and drying cycles process on soil mechanical parameters is important issue that should be considered in selecting the borrow area of fine-grained soil in many structures such as earth dams’ core, irrigation canal bed soil and road subbase. In this study, the effects of sequential wetting and drying cycles on physical and mechanical properties of clay soil is investigated. The uniaxial shear, triaxial shear, direct shear, swelling potential, hydraulic conductivity, and pressure plates tests were conducted on clay samples during wetting and drying cycles. The results showed that the wetting and drying cycles resulted in significant changes in the physical and mechanical properties of the soils and the compressive strength of the samples decreased by 32% after six wetting and drying cycles. The results of direct and triaxial shear tests also showed that application of 6 wetting and drying cycles reduced soil cohesion by about 40% but had no significant effect on the internal friction angle of the soil. Hydraulic conductivity tests showed that soil permeability increased about 19 times after wetting and drying. The pressure plates test, which shows the relationship between moisture content and suction in unsaturated soils (SWCC), revealed that as the number of cycles increased, the soil-water characteristic curve shifted downward and soil water retention capacity decreased.

Using additives can improve the mechanical properties of soils of construction projects such as irrigation canals. The materials such as sand, in addition to improving soil conditions, are compatible with the environment. So, in recent decades, the utilization of sandy soils in the construct of irrigation networks has been extended. In this study, the effect of size and amount of sand on the strength characteristics of lime treated soils. In this way, at first, to determine the best soil-lime mixture, the soil was mixed by different amount of lime and unconfined compressive strength of these has been investigated. The highest unconfined compressive strength was achieved by adding 7 percent lime to the soil. Then, a set of tests conducted on coarse (D50= 1.4 mm), medium (D50= 0.45 mm) and fine (D50= 0.22 mm) and by applying 5, 10 and 15 percent of sand to lime-clay mixture in three replicates. The unconfined compressive strength was performed on the specimen at curing time of 7, 14 and 28 days. Results showed that adding 5 percent of coarse sand to clay–lime mixture can increase compressive strength and elasticity module about 13 percent and 16 percent, respectively, on average. In addition, adding medium and fine sands can cause to deteriorate soil’s strength and elasticity module.

In this research the effect of randomly reinforced soil and soil cement with different percent of cement and fiber and different length of fiber was investigated. Samples were prepared according to the maximum dry unit weight and optimum water content due to the corresponding compaction curves. Compressive and tensile strength were conducted on samples for different curing times. Regression equations were proposed based on the experimental data for prediction of the compressive and tensile strength of reinforced soil and soil cement. Comparison between the model predictions and the experimental results showed that the proposed model can predict the mechanical behavior of reinforced soil and soil cement satisfactory.

In this research the effect of resin on treatment of soil-cement was studied through experimental tests. Three kinds of commercial resins with different weight percent were used in this study. Samples for testing were made of mixtures of soil with different weight percent of cement (8 % and 12%) and mixture of soil-cement with different percent of resin (5, 8 and 10%). Unconfined compression tests were conducted on the prepared samples at different curing times. Results showed that adding resin to soil-cement cause increment in the strength of this mixture. In addition increase in strength is a function of cement percent, resin percent, type of resin (viscosity of resin) and curing time. A regression model was proposed based on the experimental data for predicting the compressive strength. Regression model was consisted of cement percent, resin percent, kind of resin (resin viscosity) and curing time as variables. Comparison between the model predictions and the experimental results shows that the proposed models can satisfactorily predict the compressive strength for the mixture of soil-cement with resin.

Mulching is one of the most common ways to soil stabilization, prevent wind erosion and control dusts. Some types of mulches is not economically practical choices, thus use of inexpensive and safe industrial wastes in the mulch compositions have both economically and environmentally importance(waste recycling). Therefore, a key objective of this research is use two types of industrial waste for preparation of mulch. Since Proctor method has been considered to test and compare the strength of mulches, so another purpose of this research is simplification of Proctor method to estimate the strength of soil stabilizer mulches under the influence of wind erosion.
Based on the results of previous studies and pre-treatments, some mulches were tested. These mulches were non-living composed of different percentages of stone powder, converter sludge, clay soil, and sandy soil. Instron device was used to measure the compressive strength of the mulch. Considering applying of the Proctor method for working with Instron device, simplification of the procedure was also performed. These two methods were called as “Proctor” and “simplified Proctor” methods, whose results were compared as the criterion for utilizing the simplified method. The treatments included five types of mulch in three replications, where their compressive strength was measured by the two methods of “Proctor” and “simplified Proctor” and were compared by the random factorial designs.
Reducing the clay percentage from 80 to 50 and increasing the percentage of sand from 20 to 50 in the treatments containing clay and sand in both methods resulted in compressive strength reduction of mulches. Increasing the percentage of the stone powder from 5 to 25 and simultaneous reduction of clay percentage from 85 to 65 together with constant percentage of converter sludge led to decreased compressive strength through the simplified Proctor method. The differences between the results of the two Proctor and simplified Proctor methods were not significant, but the simplified Proctor method had specific order in the results.
Compressive strength reduction with reduced clay percentage and increased stone powder percentage was showed in the comparison of the treatments containing clay and stone powder through the simplified Proctor method. However, the results of the Proctor method lacked a logical order. The comparison of the treatments containing clay and sand indicated that in both methods, as the clay decreases and the sand increases, compressive strength reduced. Compressive strength test results using Instron device was compared in both simplified Proctor and Proctor methods, therefore it was showed that these two methods do not have a significant statistic difference, although orderly changes of the simplified Proctor method results was found. Considering the simplicity and time reduction in the simplified Proctor method, this method is recommended for mulch comparisons in wind erosion.

Stabilization of the silty sand soils which cover large areas of Iran and world is inevitable as their geotechnical properties are weak. In this research, the effects of different contents of lime and pozzolan admixtures on compressive strength of silty sand soil were investigated. To do this, different treatments were prepared by adding five levels of lime including 0, 1, 3, 5 and 7 percent by weight of silty sand soil, and four levels of pozzolan including 0, 5, 10, and 15 percent. Then, different specimens with 3 replications were remolded and cured for 7, 14 and 28 days and tested for determination of their unconfined compressive strength. Statistical analysis was made using SPSS software and the results showed that addition of lime and pozzolan increases optimum moisture content and decreases maximum dry density of the soil. Moreover, it was found that the addition of lime and pozzolan to the soil increases compressive strength considerably Compared with when applied individually. In this way, the compressive strength of the samples can be increased up to 16 times more than the natural soil strength. Based on the overall results of laboratory tests and statistical analysis, the combination of 3 percent lime and 15 percent pozzolan was determined as the optimum mixture for stabilization of silty sand soils.