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1983 articles for “SGI 400/15 grade” (ranking capped at the first 2,000 matches — narrow the search to see the rest)
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Near-Surface Seismic Refraction Tomography; a case study for geotechnical application
Abstract: Usually, among geophysical techniques, seismic refraction methods are used to investigate near surface geology for engineering purposes. In these study physical parameters, longitudinal seismic wave velocities were used to characterize the shallow subsurface layers for geotechnical application. The physical response of subsurface materials varies as the structure, porosity, fluid saturation, composition and tie-up vary. These variations primarily viewed in the first arrival time of seismic waves. With the necessary steps, …
Published in Journal of Geotechnical Engineering · Vol. 6, Issue 2, 2019 · pp. 18–26 Read article
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Influence of Additives and Durability Cycles on the Resilient Modulus of Asphalt Stabilized Soil
Abstract: Asphalt stabilized subgrade soils usually show a nonlinear and time dependent response under traffic loading. The elastic property of asphalt stabilized soil is defined by the resilient modulus to represent the nonlinearity behavior with respect to stress level. The aim of this work is to study the impact of durability cycles and additives on the resilient modulus and plastic parameter of the asphalt stabilized soil. Additive materials such as lime …
Published in Journal of Geotechnical Engineering · Vol. 4, Issue 2, 2017 · pp. 32–39 Read article
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Effect of Ground Water Sodium Chloride Attack on Reinforced Concrete Footings
Abstract: In footings construction, it is very important to protect the reinforced concrete in direct contact with the soil from the ground water attack, especially if it is consisting of risky salt such as NaCl. One of the main objectives of this paper is to study the effect of ground water NaCl attack on the compressive strength and on steel reinforcement of footings, which is usually subjected to ground water. The …
Published in Journal of Geotechnical Engineering · Vol. 4, Issue 1, 2017 · pp. 1–7 Read article
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Comparing Consistency Limits of Black Cotton Soil with Cement Waste Dust and Wood Shaving Ash
Abstract: In the field of civil engineering, soil has to play a prime role right from planning a structure to the end of life of that structure. But some of the soils do not offer that service which a civil engineer wants to get. Shrinking in dry state and swelling in wet state, is the well-known proved proverb for black cotton soil. In Saurashtra, southern part of the zone has such …
Published in Journal of Geotechnical Engineering · Vol. 4, Issue 1, 2017 · pp. 31–35 Read article
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Bond Behavior of Reinforced Concrete using Artificial Sand with Quarry Dust as Fine Aggregate
Abstract: Reinforced concrete (RC) is most widely used material in the construction industry. Normally natural sand is used as fine aggregate in the production of conventional concrete. Natural sand is obtained from the river bed through mining operation. To fulfill the requirement of construction industry excessive mining of sand from river bed has been carried out. It is causing threat to the natural environment. Hence, Indian government has led down restrictions …
Published in Journal of Geotechnical Engineering · Vol. 3, Issue 1, 2016 · pp. 44–50 Read article
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Soil Parameters Analysis of Al-Najaf City in Iraq: Case Study
Abstract: The soil properties are an important parameter for architectural and structural design of structures. Al-Najaf city in Iraq is a famous tourist destination, so in the last one decade a number of multistory buildings, bridges, highways, schools, hospitals, etc. have been constructed. This study investigates the properties of the soil to give a base data, which can be used for the future construction design. The physical and chemical soil properties …
Published in Journal of Geotechnical Engineering · Vol. 3, Issue 1, 2016 · pp. 56–62 Read article
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Characteristics of Geology in Khulna City Corporation (KCC) Area, Bangladesh
Abstract: This study represents the general characteristics of foundation soil in Khulna City Corporation (KCC) area. The KCC is situated in southwestern part in Bangladesh. Lithologically the area is composed of coarse to very fine silty sand, silt, silty clay, clayey silt and clay in various proportion. The SPT (Standard Penetration Test) value of the investigated area range between 0 and 7 from surface to 8 m deep. Here, the liquid …
Published in Journal of Geotechnical Engineering · Vol. 1, Issue 1, 2014 · pp. 39–45 Read article
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An Experimental Studyon Behaviourof Piled Raft Foundation
Abstract: Piles in piled raft are often considered as settlement reducers, not load bearing members. Theexperimental study focuses on the behaviour of piled raft foundation subjected to vertical load. The model rafts were made of mild steel plateswith plan dimension 160 mm ×160 mm × 10 mm. The model piles used in this test were non-displacement piles of diameter 10 mm.Three lengths of piles were used in the experiment to represent …
Published in Journal of Geotechnical Engineering · Vol. 1, Issue 3, 2014 · pp. 26–34 Read article
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LOAD SETTLEMENT BEHAVIOUR OF LOOSE GRANULAR SOIL FILL WITH RUBBER NODED BAMBOO GRID
Abstract: Soil Reinforcement is the widely accepted technique to improve the bearing capacity of challenging sites. There are various natural as well as synthetic material available as reinforcement for soil. Nowadays geosynthetic reinforced granular fill material is widely used in soft sub grade soil. This manuscript deals with the experimental studies carried out to explore the possibility of using naturally available bamboo as a geogrid to increase the bearing capacity of …
Published in Journal of Geotechnical Engineering · Vol. 7, Issue 3, 2020 · pp. 24–30 Read article
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Role of Cement and Fly Ash in Soil Stabilization
Abstract: Soil stabilization changes the engineering properties of soil and produces strength and stability. Use of industrial wastes and manufactured materials in soil stabilization can be cost effective and environmental friendly. As there is a growth of habitations surrounding the PSIT campus, therefore, soil samples collected from this area were analyzed for its plasticity index properties. It was found that soils of this area come under low plastic category. Hence, the …
Published in Journal of Geotechnical Engineering · Vol. 7, Issue 3, 2020 · pp. 1–8 Read article
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Assessing the Variation in Cutback Asphalt Requirement for Various Geotechnical Properties of Asphalt Stabilized Soil
Abstract: The subgrade layer must be strong to resist shear failure, tensile stresses and have adequate stiffness to avoid and resist excessive pavement deformation. Available fill materials do not always meet these requirements and may require improvement of their engineering properties, soil stabilization with liquid asphalt may be an alternative to improve the stability, adhesion and waterproofing properties which are desired for embankment construction purpose. The soil in this investigation represents …
Published in Journal of Geotechnical Engineering · Vol. 2, Issue 3, 2015 · pp. 17–29 Read article
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Mitigation of Expansive Soil Problems by Using Helical Piles with Additives
Abstract: In this study, nine essential additives in addition to three mixed additives with different ratios have been chosen and implemented during the installation of helical pile. The choice took into consideration that some of the additives were cheap and available in the local market; others were waste materials such as ceramic, brick fragments and coal fly ash. Some relatively expensive additives such as silica fumes were also added because it …
Published in Journal of Geotechnical Engineering · Vol. 2, Issue 3, 2015 · pp. 30–40 Read article
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Evaluate Variations of Deflections of Fixed Headed Pile from Non-Linear Load - Deflection Curve under Lateral Loading
Abstract: Lateral stability is the vital issue when the pile stands in several soft clay either sand layers. In reality, structure and soil both are show non-linear behaviors. Proper evaluation of non-linear behavior has not so essay in theory. However, slight non-linear effects are included in pile deflection from load-deflection curve of pressuremeter test in laboratory. Pressuremeter modulus is influenced deflection of fixed headed piles. Predicting the variations of non-linear load …
Published in Journal of Geotechnical Engineering · Vol. 9, Issue 1, 2022 · pp. 45–52 Read article
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Soil liquefaction vulnerability assessment of Sylhet city based on SPT value
Abstract: Bangladesh is an earthquake-prone country due to its geographic location. Sylhet, a divisional city, is situated in Zone IV, the most seismically active area in the country, according to the Bangladesh National Building Code (BNBC). A major earthquake can cause devastating effects in the subsurface, such as liquefaction, landslides resulting from a reduction of soil shear resistance. In this study, liquefaction potentiality of soil in Ward No. 9 of Sylhet …
Published in Journal of Geotechnical Engineering · Vol. 10, Issue 3, 2023 · pp. 13–28 Read article
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Probable Causes of Cracks on selected Buildings at Akrowa in Afigya Kwabre District, Ghana
Abstract: This work evaluated the nature of the foundation soils and cracks on twelve representative buildings at Akrowa, in the Afigya Kwabre District near Kumasi in Ghana. Age, material used whether clay/concrete, dimensions of cracks on the buildings and tests for geotechnical parameters of foundation soils such as moisture content, bulk density, specific gravity, particle size distribution, Atterberg limit and direct shear were carried out on soils from four pits dug …
Published in Journal of Geotechnical Engineering · Vol. 10, Issue 3, 2023 · pp. 29–39 Read article
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Study of Low Back Flexibility among Insurance Office Employees Using Sit and Reach Test
Abstract: AbstractThe job of insurance employees demands prolonged sitting in the office and they are overworked, which reduces flexibility of body and increases the body mass index (BMI), causing musculoskeletal pain through constant stress on the musculoskeletal system. The aim of the study is to estimate the level of flexibility among insurance office employees and to analyze the factors responsible for the low flexibility. The survey was carried out at various …
Published in Journal of Industrial Safety Engineering · Vol. 5, Issue 1, 2018 · pp. 13–17 Read article
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Evaluation of Impact of Drainage Quality on Performance of Road pavement
Abstract: The primary purpose of this study is the assessment of the impact produced by the drainage quality on the pavement structure and its useful life. Drainage quality is a critical factor which affects the performance of the flexible pavement as well as rigid pavements. The performance of sub-grade as well as pavement base/sub base layers are affected by poor drainage quality results in frequent and premature failure is occurred. In …
Published in Journal of Industrial Safety Engineering · Vol. 5, Issue 3, 2018 · pp. 8–12 Read article
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Musculoskeletal Discomfort among Grinders Working in Manufacturing Industry
Abstract: This study aims to assess the work related musculoskeletal discomfort in 94 subjects engaged in grinding task in manufacturing industry. All subjects who participated in this study were males with mean age (SD) of 34.26 (9.67) years and work experience in grinding job ranges from 01–27 years with a mean (SD) of 10.47(7.21). Most of the workers had an education below matriculation (81.9%), out of which 32.9% were devoid of …
Published in Journal of Industrial Safety Engineering · Vol. 4, Issue 1, 2017 · pp. 10–14 Read article
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Significance and Analysis of the Time and Cost Overrun in the Construction Industry of Mumbai
Abstract: The occurrence of time and cost overrun has become quite significant in a majority of construction projects in India, which is negatively affecting the GDP and potential development of nation. As per the statistics of project cost and duration in March 2012, 179 projects out of 555 projects of worth 150 Crore INR have been facing cost and time overrun and others are at the very high risk, with the …
Published in Journal of Industrial Safety Engineering · Vol. 8, Issue 2, 2021 · pp. 7–13 Read article
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Analysis of Safety Behaviour of Workers under Small-Scale Construction Sites: A Case Study of Anambra State
Abstract: Small-scale construction companies are predominant in developing countries and it is the most hazardous place in construction sites. Accidents mostly occur on construction sites due to a high level of safety ignorance and the nonchalant attitude of workers and management. The research aimed to investigate the actual behaviour of workers at the selected sites in terms of safety compliance, nutrition, alcohol use and smoking. This is highly necessary due to …
Published in Journal of Industrial Safety Engineering · Vol. 9, Issue 3, 2022 · pp. 37–46 Read article