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Relevant bibliographies by topics / Compaction Energy; Pre-Consolidation Pressure; Permeability

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Journal articles

Academic literature on the topic 'Compaction Energy; Pre-Consolidation Pressure; Permeability'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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Journal articles on the topic "Compaction Energy; Pre-Consolidation Pressure; Permeability"

1

Dr.K.V.Manoj, Krishna, and B.T.Shivendra. "EFFECT OF SOAK PIT ON THE CONSOLIDATION BEHAVIOR OF THREE ZONE SOIL IN KARNATAKA." International Journal of Research - Granthaalayah 5, no. 11 (2017): 60–69. https://doi.org/10.5281/zenodo.1067672.

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The present research work discuss about the consolidation behavior of three zone soil which are collected  neat soak pit regions from kanakapura, Hoskote and Dodaballapur, Karnataka, India at a depth of 0.5  meters from natural ground level  and at a  radial distance of 2.5 meters away from the pit area by using auger boring. In the above regions human excreta with sewage is directly discharged into these pits. From the pit contaminants will travel a maximum distance of 10 meters and also may travel vertically downwards and pollute the underground water and it also affects

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2

Gutierrez, M., R. W. Lewis, and I. Masters. "Petroleum Reservoir Simulation Coupling Fluid Flow and Geomechanics." SPE Reservoir Evaluation & Engineering 4, no. 03 (2001): 164–72. http://dx.doi.org/10.2118/72095-pa.

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Summary This paper presents a discussion of the issues related to the interaction between rock deformation and multiphase fluid flow behavior in hydrocarbon reservoirs. Pore-pressure and temperature changes resulting from production and fluid injection can induce rock deformations, which should be accounted for in reservoir modeling. Deformation can affect the permeability and pore compressibility of the reservoir rock. In turn, the pore pressures will vary owing to changes in the pore volume. This paper presents the formulation of Biot's equations for multiphase fluid flow in deformable porou

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3

Millenia P, Devinta, Amanda Safira, Widya Utama, et al. "GEOMETRY ASSESSMENT ON THE SLOPE STABILITY OF MANYAR POND." Malaysian Journal of Civil Engineering 34, no. 3 (2022): 11–15. http://dx.doi.org/10.11113/mjce.v34.18710.

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Lateritic soil was treated with 0%, 4%, 8%, 12%, and 16% Rice Husk Ash (RHA) by dry soil weight to determine its consolidation properties. Test carried out include particle size distribution, specific gravity, compaction test with varying compactive efforts (British Standard Light (BSL), West African Standard (WAS) as well as British Standard Heavy (BSH)) and consolidation test. Samples for consolidation test were compacted and then cured for 7, 28 and 56 days; then subjected to one dimensional consolidation testing to observe the influence of curing period and compactive effort on its consoli

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4

Adrian Oshioname, Eberemu, Yohanna Paul, Aliyu Mustapha, and Abdu-Aguye Abdullahi. "CONSOLIDATION CHARACTERISTICS OF LATERITIC SOIL TREATED WITH RICE HUSK ASH." Malaysian Journal of Civil Engineering 34, no. 1 (2022): 19–28. http://dx.doi.org/10.11113/mjce.v34.17663.

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Lateritic soil was treated with 0, 4, 8, 12 and 16% rice husk ash (RHA) by dry weight of soil to determine its consolidation properties. Test carried out include; particle size distribution, specific gravity, compaction test with varying compactive efforts (British Standard Light (BSL), West African Standard (WAS) as well as British Standard Heavy (BSH)) and consolidation test. Samples for consolidation test were compacted and then cured for 7, 28 and 56 days; then subjected to one dimensional consolidation testing to observe the influence of curing period and compactive effort on its consolid

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5

Fang, Jinfu, Defang Zeng, Xu Tian, and Krishna Bhakta Duwal. "Soil Compaction Mechanism and Improvement in Farmland." Sustainability 15, no. 8 (2023): 6801. http://dx.doi.org/10.3390/su15086801.

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To improve the quality of sloping soil in farmlands, exploring the mechanism of farmland soil consolidation is vital. This study investigated the improvement of soil pH, exchangeable acid, crop economic characteristics, and the soil compression index under different soil amendments using field experiments and laboratory-simulated cultures. The results show that (1) increasing the pre-consolidation pressure of the soil and reducing the soil compression index and bulk density significantly reduces the risk of soil compaction; (2) soil compression performance improved after the addition of organi

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6

Julian, B. García, Q. R. Pinto Virginie, and P. Assis André. "Effect of Moisture Content Compaction in the Geometry Definition of Earth Dams." International Journal of Earth, Energy and Environmental Sciences 12.0, no. 6 (2019). https://doi.org/10.5281/zenodo.3298930.

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This paper presents numerical flow and slope stability simulations in three typical sections of earth dams built in tropical regions, two homogeneous with different slope inclinations, and the other one heterogeneous with impermeable core. The geotechnical material parameters used in this work were obtained from a lab testing of physical characterization, compaction, consolidation, variable load permeability and saturated triaxial type CD for compacted soil samples with standard proctor energy at optimum moisture content (23%), optimum moisture content + 2% and optimum moisture content +5%. Th

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7

Mbe, Jean Lucien, Mbida Yem, Armel Zacharie Ekoa Bessa, et al. "GIN method applied to the consolidation of cracked rocks: case study of the Memve’ele hydroelectric dam (southern Cameroon)." Arabian Journal of Geosciences 16, no. 7 (2023). http://dx.doi.org/10.1007/s12517-023-11568-x.

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AbstractThe empirical GIN (grouting intensity number) method is one of the most popular methods for structural stabilization and is increasingly used in many projects. The concept of this method is to limit the combination of pressure and volume injected to a specific grouting intensity number in order to control the energy induced in the rock fractures and to avoid heaving. In order to ensure the water tightness of the foundation of the Memve’ele hydroelectric dam, the treatment by the GIN method was implemented. The protocol implemented consisted to carry out a veil of injection drilling, co

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8

Meyer, Gabriel G., and Marie Violay. "Bounding the localized to ductile transition in porous rocks: implications for geo-reservoirs." Geophysical Journal International, September 27, 2023. http://dx.doi.org/10.1093/gji/ggad377.

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Summary Porous rocks have long been the focus of intense research driven by their importance in our society as host to our most essential resources (oil, gas, water, geothermal energy, etc), yet their rheology remains poorly understood. With increasing depth, porous rocks transition from being brittle (dilational deformation leading to localized failure) to being ductile (homogeneous compactive flow, no failure). The transition between these two regimes is crucial for reservoir engineering. In fact, brittle, localized deformation of porous rocks is generally accompanied by permeability enhance

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9

Alpaydin, Sukran Gizem, Yusuf Batuge, and Yeliz Yukselen-Aksoy. "Compressibility behavior of colemanite added bentonite under short and long-term high temperature." Symposium on Energy Geotechnics 2023, October 4, 2023, 1–3. http://dx.doi.org/10.59490/seg.2023.634.

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Introduction The increasing energy demand and the limited fossil fuel resources make searching for new sustainable clean energy sources. In this regard, it is vital to use energy geo-structures as a renewable and clean energy source. The geo-structures are in direct contact with the soil and cause temperature changes throughout the soil mass. Bentonite is considered suitable as an engineering barrier in deep geological disposal repositories for spent nuclear fuel, mainly because of its favorable swelling properties and extremely low permeability [1]. It was reported by many researc

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