فهرست مطالب حدیثه منصوری

The soil of the Arvand free zone in the north of Khorramshahr is fine cohesive and cannot be used in earth works. On the other hand, suitable materials for this purpose (coarse-grained soils) are located at the farther distances which a considerable cost requires. In this regard, it is trying to improve the soil with lime and furnace steel slag. This study is focused on improvement of the fine-grained soil by adding various contents of lime and furnace steel slag. For this purpose, after sampling and performance of compaction tests, different amounts of slag (10, 20 and 30% by weight of dry soil) and lime (2, 4 and 6% by weight of dry soil) were added to the soil and after curing for 28 days, the effect of additives on the physical and mechanical properties of soil was investigated by using several tests such as Atterberg limits, compaction, uniaxial compressive strength (UCS) and CBR as soaked and unsoaked. Based on USCS classification the study soil is CL, its plasticity index is about 25% and sulphate ion content is more than 0.5%. Experimental results show that by adding slag and lime at different contents to soil, mechanical properties of soil improve dramatically, so plastic index of soil decreased and UCS and CBR has been increased. Also, the maximum dry unit weight of soil increases and the optimum moisture content decreases. The test results also indicate that the effect of lime on soil is higher than slag and the effect of slag for less than 35% is not considerable, however the test result of unsoaked CBR show that the bearing of soil increase in the more than slag content 20% is significant. According to the previous studies, due to the relatively high sulphate ion content in the soil, the use of lime alone is inappropriate and the slag can only physically improve soil conditions but also chemically prevent the formation of large volume minerals (like Ettringite) by the reaction of lime with soil sulphate ion.

             
Generally, in engineering geology physical and mechanical properties of rocks are investigated in macroscopic scale, and less attention is paid to investigate the texture and microstructure developing in rock during deformation. Salt rock, as a best example of ductile rocks, has attracted the attention of many researchers. Compared to silicate rocks, salt rock exhibits extensively ductile behavior at even low temperature and pressure. In micro-tectonics, salt is important, because of it is useful as an analogue material for understanding the microstructural processes and textural development in silicate rocks. Deformed salt rock can display microstructures developed in silicate rocks at high pressures and temperatures. Regarding the similarity between microstructures of salt rock and silicate rocks, investigation of microstructure and deformation mechanism in salt rock can be helpful in understanding the main cause of the squeezing phenomenon in tunnels.One of the effective factors on squeezing phenomenon is the structures and microstructures of rock. Rock mass classifications that contain rock mass structures are used in the predicting methods. But, so far, no attention has been paid to the role of rock microstructure in predicting the squeezing phenomenon.This study is aimed to identify deformation mechanisms occurring in microscopic scale in rocks and lead to tunnel convergent in large scale. To achieve this goal, the microstructures in a naturally deformed Late Pre-Cambrian to Early Cambrian Hormuz salt rock from the active Deh Kuyeh salt fountain in Fars province were investigated using Electron Backscatter Diffraction (EBSD).

Deh Kuyeh salt diapir was located at about 27 km NE of Lar city. Salt samples were taken from top of the east and west glaciers (S1 and S2) and from the middle part of diapiric stem (sample S3). Raw samples were first cut dry into slabs (approximately 3´2 ´1 cm). Thin sections were prepared following the procedure of Schleder and Urai (2005) and Urai et al. (1987).Halite crystallographic orientation data were collected using a Zeiss SIGMAVP FEGSEM. EBSD patterns were collected using an accelerating voltage of 30 kV, beam current of ~ 100 nA and a working distance of about 30 mm. Oxford instruments AZTEC software was used for data acquisition. EBSD large step size (50 mm) mapping was used to examine the overall microstructure in each sample. EBSD data were processed using HKL Channel 5 software.

All samples showed relatively similar microstructures. Samples comprise a small number of large grains in a matrix of smaller grains. Most grains were irregular in shape with lobate boundaries and internal distortion. Microstructural study revealed that the ductile flow of the salt was accommodated by dislocation creep and dynamic recrystallization. Salt grains show lattice distortion and a prevalence of low-angle boundaries that are evidence for dislocation creep and recovery processes. Misorientation analysis suggests that (110) <110> and (111) <110> slip systems are responsible for crystal plastic deformation of salt grains. Schmid factor analysis showed that stresses acting on inclined directions lead to the maximum activity of these slip systems.The observed microstructures in the salt are comparable with the microstructures presented for schist samples from Himalaya region. The rock along Himalaya main trusts also showed evidence of dislocation creep and development of crystallographic preferred orientation. Hence, this article suggests that the rock type and its microstructures are the most important factors in occurrence of tunnel convergent.

This article proposes that deformation mechanisms occurring in micro-scale control the rock behavior in large scale. All rocks can behave as a ductile material depending on the temperature and pressure. In intrinsically ductile rocks like salt rock, presence of many active slip systems facilitates rock deformation under lower pressures and temperatures than silicate rocks. High tectonic stresses in shear zones lead to development of a strong shape preferred orientation and crystal preferred orientation in rocks. These microstructures facilitate rock deformation under stresses exiting in tunnels. It can be said that rock type and tectonic history of the area play the most important role in occurrence of squeezing phenomenon. Other factors such as current stress system in the area control deformation speed in tunnel. It seems investigating microstructures of rocks from tunnel route before and after excavation can be effective in identifying places with high possibility of squeezing.

The Hajilar earth dam is under construction near the Kharvana Town of Varzaghan County. The height of this earth dam is 95 meters from foundation level. During dam studies have been identified 11 borrow material sources. As for, the evaporative formations outcrops in the project region and the presence of field evidence such as erosion of the sluice, erosion of the jars, the formation of pit and tunnel in the soil, and the flooding of the water after rainfall, it is necessary to study the potential of the dispersion of fine-grained soils in the area. In this research, the soil characteristics of five borrow sources of the clayey core of dam have been investigated, with emphasis on parent rocks, mineralogy and dispersive tests. For this purpose, field investigation and sampling and determination of parent rock related to borrow material resources, dispersive tests such as Crumb, double hydrometer, Pinhole and chemical analysis were performed on the samples. The results of this study show that clayey soils with the origin of Neogene evaporation deposits in the Leylab plain have a high dispersive potential and are classified according to the results of pinhole tests in group D1. Based on the results of double hydrometer tests, the percentage of dispersion in the Leylab plain is between 45 and 68%. The fine-grained soils around the Hajilar River, which are often the source of igneous rocks, have a low dispersive to non-dispersive.

In this paper, initial microstructure effect of salt rock on its deformation behavior was investigated. Studied samples were taken from Deh Kuyeh salt diapir located at about 27 km NE of Lar city, Fars province. Initial microstructure of two samples from the top of the fountain and one sample from middle part of the diapiric stem were studied by electron backscatter diffraction at Otago University, New Zealand. A slight difference was observed between the initial microstructure of the samples. In the sample from the stem, most grains had been internally deformed, and the grain size is smaller and frequency of low angle boundaries is higher than those in the sample from top of the fountain. The uniaxial compressive strength, elastic modulus and tensile strength values of this sample are lower and its elastic strain, creep strain and creep rate under axial stress of 12 MPa are higher than those in the sample from top of the fountain which can be due to the higher percent of microscopic pores along its grain boundaries. In contrast, the dominant deformation mechanism in the samples from top of the fountain is the grain growth via grain boundary migration. This mechanism removes voids and defects within the grains and along the grain boundaries. Therefore, these samples have higher values of strength and elastic modulus and their grains more easily deformed plastically during mechanical tests.

In this research، the effect of water salinity on geotechnical properties of fine grained soil used in Korchay dam core have been studied. This dam is located in East of Tabriz. In order to the water samples were obtained from half saline water of Ajichay River and saline water of Korchay branch. In the laboratory، several tests such as Atterberg limits، compaction، permeability، compressive strength، direct shear، free swell and dispersion (cramb، double hydrometer and pinhole) were done with distilled، half saline and saline water. Since there are a few percent of active clay minerals in the soil، changes in geotechnical properties of the soil are not considerable. However the results showed the Atterberg limits decrease and permeability coefficient and shear strength parameters increase as pore water salinity increases. Water salinity has no effect on swell time and the soil primary swell finished after 180 minutes with three types of water. Swell percent decreased 32% and increased 23% with half saline water and saline water respectively. Since percent of divanlet cations in half saline water was more than saline water، swell pressure decreased with half saline water more than saline water. Although Na percent in half saline and saline water was high، but no dispersity behavior was observed with them. Most of obtained results have been attributed to increase attractive force between soil particles via salts in water and create flocculate structure in the soil

It is important to determinate the elastic modulus of intact rock in many engineering projects relating to rock such as tunnels, slopes and foundations. Determination of this parameter need of high quality core samples and sophisticated test equipment because these make performing this test difficult and costly. There for in current years, researches have tried to produce relationships for prediction of this parameter using physical and index characteristics of rocks. So here an attempt has been made to predicate the elastic modulus of limestone by uniaxial compress strength, porosity and longitudinal wave velocity. So we used multiple variable regression method and perceptron artificial neural network with 3-4-1 architecture. Data base contains 123 samples that 70% and 30% of them has been used for train and test respectively in ANN. The models have been compared using coefficients of R2, RMSE and VAF. The coefficient of determination (R2) using multiple variable regression was 0.738. it was 0.805 and 0.832 for ANN train data set and ANN test data set respectively. This shows the ANN method have more accuracy than regression.