14 publications
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Development of a Simplified Predictive Equation for Foundation Depth Using Soil and Load ParametersBy Birendra Kumar Singh
Abstract: Abstract- This study presents the analysis and design of shallow foundations subjected to vertical and lateral loads, considering the self-weight of structural elements and soil bearing capacity. Two loading cases are examined to evaluate the stability and suitability of foundation dimensions. In the first case, a column load of 120 t is considered, with an additional self-weight of 2.40 t, resulting in a total load of 122.40 t. Including 10% …
Published in International Journal of Structural Engineering and Analysis · Vol. 12, Issue 1, 2026 Read article →
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FOUNDATION FOR WATER THRUSTBy Birendra Kumar Singh
Abstract: Abstract :- For heavy load on foundation base (In case of pier of bridge of pier) and high rise building. Also design of foundation like wind thrust, seismic force and also due to thrust of water due to heavy rainfall (saturated soil condition) or for cloud bursting, and slide etc to be taken into consideration raft foundation for building or pier in bridge is essential. Also foundation base size required …
Published in International Journal of Water Resources Engineering · Vol. 11, Issue 2, 2025 · pp. 14–19 Read article →
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EROSION OF UNDERLYING SOILBy Birendra Kumar Singh
Abstract: Abstract : To protect underlying soil erosion on which foundation base is provided like apron provided in water retaining structure like dam, weir etc. In flood zone area this apron is provided at foundation base of building, near village which is situated near bank of river underlying soil erosion will be prevented when apron is provided. Near bank of river (village situated) for protection of village near bank of river …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 11, Issue 2, 2025 · pp. 20–25 Read article →
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Assessment of DamBy Birendra Kumar Singh, Mani Mohan
Abstract: Stability of slope is the dominant parameter for construction of Dam. Slope gives bottom width. Morebottom width gives stability of dam. Normally, the bottom width of dam is taken as twice times of topwidth of dam (at least). Since maximum thrust of water is acting at bottom of dam (wh), where w = Unitweight of water (1000 Kg/m3), h = depth of water in meter, hence bottom width is taken …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 2025, Issue 1, 2025 · pp. 11–19 Read article →
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Selection of Grade of Concrete & Grade of SteelBy Birendra Kumar Singh
Abstract: Abstract In structural engineering, understanding the load distribution between steel and concrete is crucialfor ensuring the safety and stability of reinforced concrete structures. The load-bearing capacity ofboth materials, steel and concrete, is dependent on their respective characteristic strengths, whichinclude compressive, tensile, bending, and shear strengths. The behavior of a reinforced concretestructure under various loads is influenced by the interaction between these two materials, wheresteel typically handles tensile and bending stresses, …
Published in International Journal of Structural Engineering and Analysis · Vol. 11, Issue 1, 2025 · pp. 32–37 Read article →
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Cross Sectional Area of ColumnBy Mani Mohan, Birendra Kumar Singh
Abstract: Abstract In structural engineering, columns play a critical role in transferring loads from beams to thefoundation. The load applied on a beam is transmitted to the column, resulting in an upward reactiveforce. This upward pressure necessitates the determination of the column’s cross-sectional area basedon direct stress analysis to ensure that the structure can safely bear the imposed loads. Additionally,an end moment develops at the joint between the beam and the …
Published in International Journal of Structural Engineering and Analysis · Vol. 11, Issue 1, 2025 · pp. 14–20 Read article →
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The Lifespan of a Building: Evolution and DurabilityBy Birendra Kumar Singh
Abstract: Abstract The structural lifespan of buildings and infrastructure decreases over time due to material degradation, with water penetration being a major contributing factor. Excess moisture weakens construction materials, leading to deterioration and reduced service life. Water absorption plays a critical role in structural degradation, particularly affecting foundations when infiltration occurs below ground level. In bridge structures, water-induced foundation instability can lead to failure, while in roadways, moisture weakens pavement layers, …
Published in International Journal of Construction Engineering and Planning · Vol. 11, Issue 1, 2025 · pp. 1–7 Read article →
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Structural Analysis and Design Considerations for Flyover BridgesBy Birendra Kumar Singh
Abstract: AbstractBridges serve as essential components of transportation networks, facilitating the movement of vehiclesand pedestrians across obstacles, such as rivers, valleys, and roads. The stability of a bridge largelydepends on the strength and structural capacity of its deck slab. The deck slab must endure both its ownweight and the additional loads imposed by vehicles. A key aspect of bridge design is assessing theflexural stress acting on the deck slab to determine …
Published in International Journal of Structural Engineering and Analysis · Vol. 11, Issue 1, 2025 · pp. 1–17 Read article →
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Ensuring Long-Term Durability and Resilience in Concrete StructuresBy Birendra Kumar Singh
Abstract: Abstract Durable concrete refers to a type of concrete that can effectively resist weathering over a prolongedperiod, maintaining its structural integrity and functionality. Weathering actions include physical,chemical, and environmental factors, such as temperature variations, freeze-thaw cycles, moisture ingress, and exposure to aggressive chemicals. Concrete durability is critical for ensuring the long-term performance and safety of structures. Rainwater, when mixed with air, often contains dissolved gases and chemicals that can penetrate …
Published in International Journal of Concrete Technology · Vol. 11, Issue 1, 2025 · pp. 1–5 Read article →
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Assessment of Foundation for PierBy Birendra Kumar Singh
Abstract: AbstractThe design and assessment of pier foundations are crucial due to the substantial loads they mustsupport. Piers are subjected to significant structural and dynamic loads, requiring a robustfoundation system to ensure stability and prevent excessive settlement or failure. A mat foundation istypically selected to distribute these heavy loads over a large area, minimizing pressure on theunderlying soil. The bearing capacity is assumed to be based on the presence of a …
Published in International Journal of Structural Engineering and Analysis · Vol. 10, Issue 2, 2024 · pp. 1–8 Read article →
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Stabilization of Foundation Base Soil for Enhanced Bearing Capacity and Lateral Load ResistanceBy Birendra Kumar Singh
Abstract: Abstract The foundation of any structure plays a pivotal role in ensuring its stability and durability. The soil beneath the foundation must possess sufficient bearing capacity to support the structure's load, while also resisting the uplift pressure exerted by groundwater, especially in saturated conditions. Inadequate bearing capacity can lead to settlement or even structural failure. Additionally, the surrounding soil must be stabilized to prevent lateral movement and ensure the foundation's …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 10, Issue 2, 2024 · pp. 28–33 Read article →
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Strengthening of Foundation for PavementBy Birendra Kumar Singh
Abstract: Abstract The bearing capacity of soil is a critical factor in construction engineering, particularly for designing and constructing pavement foundations. It directly depends on the load intensity the soil can support. For Class AA loading conditions, a minimum bearing capacity of 20 t/m² is required. However, the presence of frequent rain and flash floods often reduces the soil's effectiveness due to water saturation. Saturated soil experiences a 50% decrease in …
Published in International Journal of Construction Engineering and Planning · Vol. 10, Issue 2, 2024 · pp. 9–14 Read article →
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Impact of Landslides on Water Resource Management: Challenges and Mitigation StrategiesBy Birendra Kumar Singh
Abstract: Heavy rainfall often causes water to accumulate at the base of mountains, leading to soil saturationand the formation of mud with significantly diminished shear strength. This weakened soil conditioncannot withstand the shear stress imposed by the weight of the mountain, resulting in slope instabilityand subsequent landslides. Such landslides not only pose risks to infrastructure and human safety butalso have substantial effects on water resource management. Landslides disrupt natural water flow,cause …
Published in International Journal of Water Resources Engineering · Vol. 10, Issue 1, 2024 · pp. 21–28 Read article →
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Assessment of Depth of Girder of Railway BridgeBy Birendra Kumar Singh
Abstract: The depth of a railway bridge girder is primarily determined by the span of the girder. The load exertedon the girder by passing trains induces a bending tendency, which is counteracted by the girder'sthickness or depth. This structural depth is crucial in neutralizing the bending moments and ensuringthe stability and safety of the bridge. Furthermore, the calculated depth or thickness of the girder mustbe validated against permissible deflection limits to …
Published in International Journal of Transportation Engineering and Traffic System · Vol. 10, Issue 1, 2024 · pp. 1–7 Read article →