Geological Environment and Engineering
Amir Mahyar Azhdarpour; Mohammad Reza Nikudel; Mashalah Khamehchiyan
Abstract
The central Alborz structural-sedimentary area in the middle part of the Alborz Mountain Range has endured geological events from the Precambrian to the present era, and contains numerous geological structures and formations. Among these, sandstone formations also have a significant expansion. In this ...
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The central Alborz structural-sedimentary area in the middle part of the Alborz Mountain Range has endured geological events from the Precambrian to the present era, and contains numerous geological structures and formations. Among these, sandstone formations also have a significant expansion. In this research, 6 different sandstone formations were sampled in 2 locations and tested to determine their physical and mechanical characteristics. In general, in the sandstone formations of central Alborz, top quartzite has stronger mechanical parameters than other formations. Shemshak Formation has the lowest mechanical parameters among the selected formations. Based on regression analysis, the conversion factor of PLT, BST and CPI parameters to unconfined resistance or UCS showed 20.6, 6 and 20.40 respectively with R2s of 0.75, 0.90 and 0.78. In terms of the Cerchar Abrasivity Index (CAI) as an index that can show the amount of abrasion, top quartzite has the most abrasiveness, which is due to its lithological composition. This sandstone formation is placed in the category of stones with high abrasive ability, and Shemshak Formation has the lowest Cerchar index among the formations and is placed in the group of stones with extremely low abrasiveness.
Geological Environment and Engineering
Abbas Zolfaghari; Mashallah Khamehchiyan; Mohammad Reza Nikoodel; Abdollah Sohrabi-Bidar
Abstract
The combined effect of the number of joints, opening, type and thickness of filling on the amount of vibration caused by the propagation of waves in four identical dry limestone blocks with dimensions of 10*10*50 cm was studied. The maximum vibration of particles in intact and jointed rock blocks in ...
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The combined effect of the number of joints, opening, type and thickness of filling on the amount of vibration caused by the propagation of waves in four identical dry limestone blocks with dimensions of 10*10*50 cm was studied. The maximum vibration of particles in intact and jointed rock blocks in three perpendicular directions was recorded by a three-component geophone. In block number 1 with a joint in the middle of the block, the amount of joint opening was changed from 3-6-9-12-15-18-21 mm and the measurements were made for each amount of opening in two series. In the first series, the joint filled with clay was tested, and in the second series, the joint filled with sandy soil was tested. This series of tests were also performed on blocks No. 2 with two joints, Block No. 3 with three joints, and Block No. 4 with four joints. The results of the tests showed that the presence of joints in rock blocks reduced the maximum vibration of particles in all three directions with different proportions. The relationship between the increase in the joint index and the decrease in the maximum vibration of the particles is nonlinear.
Exploration and Mining
Shahram Ghasemi; Mashalah Khamehchiyan; Mohammad Reza Nikudel; Ahmad Zalooli
Abstract
Joints and cracks are an integral part of rock structures. When load applied to these structures, growth, and interaction of the cracks lead them to failure. This aspect is particularly crucial in cyclic loading because failure occurs at stress levels lower than the yield point due to the fatigue process. ...
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Joints and cracks are an integral part of rock structures. When load applied to these structures, growth, and interaction of the cracks lead them to failure. This aspect is particularly crucial in cyclic loading because failure occurs at stress levels lower than the yield point due to the fatigue process. This research aims to study the growth and interaction of the cracks in the fatigue process by the fluorescence thin section method. At first, different stages of fatigue for granite rock were determined, then samples loaded up to each stage. Later, the physical, mechanical, and crack properties of the samples were investigated. The results show that physical and mechanical properties declined by increasing the number of cycles. During the first stage of fatigue, crack initiated at a high rate, and in the second stage, the increasing rate descended, and energy mostly consumed to increase the length of the cracks. In the last staged, which is the failure stage, the rate of crack initiation increases again and forms a complicated network of cracks, which leads the sample to failure. Among the constituent minerals, feldspar exhibits the highest crack density, and biotite shows the lowest density of the cracks.
Exploration and Mining
Iraj Rahmani; Erfan Sadeghi; Mohammad Reza Nikoodel
Abstract
Sedimentary rocks are the most common rocks exposed on the Earth’s surface and most of the civil structures are located on them, so the identification of these rocks have great importance. This recognition is more important in destructive environments such as beaches. One of the most important ...
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Sedimentary rocks are the most common rocks exposed on the Earth’s surface and most of the civil structures are located on them, so the identification of these rocks have great importance. This recognition is more important in destructive environments such as beaches. One of the most important factor on the engineering parameter results is the age of sedimentary rocks. In this study, beside the evaluation and field study of breakwaters in the southern and northern coasts of Iran, lithological and structural characteristics of materials were studied. Also, the purpose of this study was to determine and evaluate the engineering properties of stone materials based on engineering experiments to help evaluate durability and compare them with the results of field evaluation of actual rock performance. But the most important part of studies is to evaluate the effect of rock ages on the results and performance of these materials. The results show that materials with a siliceous composition such as sandstone compared to carbonate materials are the same in geological age. Also, increasing the age of rock materials (from Pleistocene to Cretaceous) causes an increase in rock density (from 1.59 to 2.45 g/cm3), reduced porosity (from 44.7 to 0.41%) and water absorption (from 29.6 to 0.21%), increase in strength parameters including increase in uniaxial compressive strength (from 5 to 111.19 MPa), increase in point load test (from 1.2 to 5.12 MPa) and increase in tensile strength (from 0.10 to 16.56 MPa) and decrease in durability due to abrasion, impact and chemical processes, including decrease in impact value (from 54.30 to 10.94%), increase in slake durability index (from 82.10 to 99.44%), a decrease in soundness (from 28.50 to 0.038 %) and a decrease in Los Angeles abrasion test (from 71.57 to 22.67%).
Exploration and Mining
Yaghoob Zarei; Ali Uromeihy; MohammadReza Nikoodel
Abstract
In this labratory study, the effect of joint density (number and spacing) on the pressure wave velocity was researched in pyroclastic rocks. After determining the physical properties, the P-wave velocities of intact rock samples were measrued. Then, an artificial joint perpendicular to the measuring ...
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In this labratory study, the effect of joint density (number and spacing) on the pressure wave velocity was researched in pyroclastic rocks. After determining the physical properties, the P-wave velocities of intact rock samples were measrued. Then, an artificial joint perpendicular to the measuring direction was created in each sample, and the wave velocity tests were repeated. These tests were continued up to 5 joints with two sets of 2 and 5 cm spacing. Consequently, the data were analyzed using the statistical methods. The results show that the P-wave velocity was decreased by increasing the number of joints in both spacing sets, and thus an inverse linear relationship was obtained. However, as the number of joints increases, the reduction rates of wave velocity were different at two spacing sets. More precisely, up to 3 joints, the reduction rate in the 5 cm spacing set was more than that in the other set. Nonetheles, after the third joint, the decreasing rate in the 2 cm spacing set became greater. Generally, the shorter spacing had a more reduction (attenuation) in the P-wave velocity. In this regard, at a total of 5 joints, the reduction rate of the P-wave velocity in 2 cm spacing set was more than that in the other set.
M. R. Nikudel; M. Hashemi; N. Hafezi Moghaddas; M. Khamehchiyan
Abstract
The overview of geological condition of an area is too important for land-use planning. An engineering geological model can provide this overview. In this research, based on carried out studies and investigations, a model is given that shows the general engineering geological conditions of sediments ...
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The overview of geological condition of an area is too important for land-use planning. An engineering geological model can provide this overview. In this research, based on carried out studies and investigations, a model is given that shows the general engineering geological conditions of sediments in western Caspian Sea coast. This research is based on geomorphological, geological, sedimentological, hydrogeological and geotechnical studies. In this model, land units with similar behavior are defined and then the engineering geological characteristics and relevant geological hazards of these units are quantified. This model cannot be used as detail site investigation but serves as useful tool for preliminary investigation. This model helps to better design of field surveys as well as optimal selection of investigation methods for future civil engineering projects.
M. R. Nikudel; A. Jamshidi; N. Hafezi moghaddas
Abstract
Abstract
Acid rain is one of problems due to air pollution. In areas with polluted atmosphere, SO4 and NO3 are among most important contaminator, which constitutes sulfuric and nitric acids solutions, as a result of combining with hydrogen ions. Also, these solutions are among important agents ...
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Abstract
Acid rain is one of problems due to air pollution. In areas with polluted atmosphere, SO4 and NO3 are among most important contaminator, which constitutes sulfuric and nitric acids solutions, as a result of combining with hydrogen ions. Also, these solutions are among important agents in building stones dissolution and deterioration. Regarding the involved acid and its pH, these solutions have different effects on stones. In this research, we selected 14 building stones samples of different origins. Then, in order to investigate their dissolution and deterioration and, also comparing sulfuric and nitric acids dissolving effect, we performed Durability Test up to 15 cycles, and calculated Durability Index on mentioned solutions - with pH = 1.5, 3, and 5, and also fresh water with pH = 7.3. The results show that the samples with non-carbonate composition are resistant against those acids, while the carbonate ones are not. Furthermore, comparing results of Durability Index indicates that sulfuric acid has 0.06 to 0.93% greater dissolving effect than nitric acid. In addition to, a decrease in both acids pH, leads to a greater dissolution of carbonate samples. Finally, according to obtained results, we recommended the most suitable stones for exterior façade of buildings.
Morteza Hashemi; M.R. Nikudel; N. Hafezi Moghaddas
Abstract
Engineering geology mapping has been central to engineering geology research since it is objectives that the project continues to develop and investigate methods for obtaining data and “mapping’ this data to be suitable for the needs of civil engineering and environmental assessments. Engineering ...
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Engineering geology mapping has been central to engineering geology research since it is objectives that the project continues to develop and investigate methods for obtaining data and “mapping’ this data to be suitable for the needs of civil engineering and environmental assessments. Engineering geological maps of Chabahar area (at a scale of 1:25,000) was prepared to provide engineering geological information as an aid in land use planning. Study area consists of tertiary deposits and studied for assessment of some parameters such as foundation condition, excavation condition, waste disposal condition, engineering geological problems and environmental problems. Data collection was done through field investigations, inclusive borehole boring, systematic sampling and field and laboratory tests. Finally, results are shown in applied geological maps.
M. Talkhablou; N. Hafezimoghaddas; M. Nikodel; A. Uromeihy; M. shafiefar
Abstract
Rocks are natural materials used in a variety of coastal protection structures, especially in rubble mound breakwaters. Engineering properties of rocks, such as durability and resistance to degradation factors of the marine environments are important properties which ...
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Rocks are natural materials used in a variety of coastal protection structures, especially in rubble mound breakwaters. Engineering properties of rocks, such as durability and resistance to degradation factors of the marine environments are important properties which construction material of marine structures should behave. Rock durability is a function of rock properties and condition of environment in which the rock will be used. Regarding the economical importance of constructed coastal ports and facilities in coast lines of south Iran, it is necessary to evaluate the engineering properties of rocky construction materials in such structures from durability and degradation point of view. In this study, by investigating and sampling the used rock material in 27 constructed rubble mound breakwaters along the 1000 km south Iran's coastlines, from Amery Port in western part to Pasabandar Port in 85 km east Chabahar, and regarding the observations that collected in field visual investigations and engineering tests of durability examination, the experimental relationship between physical, mechanical and durability parameter of studied rocks have been concluded and consequently criterion to select the suitable rock of three groups of rocks limestone, igneous rock and bioclastic sedimentary rock (lomashell) have been presented individually.
