Gotowe bibliografie tematyczne / Unconfined shear strength

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Gotowa bibliografia na temat „Unconfined shear strength”

Autor: Grafiati

Data publikacji: 3 czerwca 2025

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Unconfined shear strength"

Daozheng, Qi, Gu Cong, Fu Jiajia, and Wang Yao. "Experimental study on the strength of silty soft soil in beach with polypropylene fiber reinforcement." Science Journal Innovation Technologies Transfer, no. 2020-2 (September 28, 2020): 10–17. http://dx.doi.org/10.36381/iamsti.2.2020.10-17.

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The effects of polypropylene fiber reinforcement on shear strength and unconfined compressive strength of silty soft soil in tidal flats were studied. Through shear test and unconfined compression test, Experimental study was conducted on silty soft soil of allene fiber reinforced beach with 0~0.6% different mass content and 3 ~18m different length. The failure process and mechanism of fiber reinforced soil samples were also discussed. The test results show that: Shear strength (cohesion and internal friction Angle) and unconfined compressive strength increased rapidly in the early stage with

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Hu, Yanran, Shaorui Sun, and Kai Li. "Study on Influence of Moisture Content on Strength and Brittle-Plastic Failure Characteristics of Xiashu Loess." Advances in Civil Engineering 2023 (April 25, 2023): 1–10. http://dx.doi.org/10.1155/2023/5919325.

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To reveal the influence of water content on the strength characteristics and brittle-plastic failure process of Xiashu loess, the direct shear test and unconfined compressive strength test of Xiashu loess with different water content were carried out, and the influence of water content on its strength characteristics and brittle-plastic failure transformation characteristics was studied. Eight kinds of Xiashu loess with different moisture contents were designed, and a direct shear test and uniaxial compression test were carried out, respectively. The results show that with the increase in wate

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Li, Jinpeng, Hong Xu, Lichuan Chen, et al. "Effect of Saturation Degree on Mechanical Behaviors of Shallow Unsaturated Expansive Soils." Sustainability 14, no. 21 (2022): 14617. http://dx.doi.org/10.3390/su142114617.

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In the southwest of China, there are widely distributed expansive soils. However, to save costs and manage the speed of construction, these shallow expansive soils are often filled with subgrade materials. Therefore, it is necessary to clearly understand the mechanical behaviors of unmodified shallow expansive soils. Current research on the mechanical behaviors of shallow expansive soils is mainly focused on shear and compressive strengths but rarely on the tensile strength since general tests are costly, time consuming, and difficult to conduct. Therefore, uniaxial tensile, unconfined compres

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Dai, Guo Liang, Abdellatif Boucheloukh, and Wei Ming Gong. "Review of Design Methods of the Ultimate Side Shear and Base Resistance for Rock-Socketed Pile." Applied Mechanics and Materials 353-356 (August 2013): 60–67. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.60.

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To determine the ultimate load capacity of drilled shaft socketed into rock under axial compression loading, it is necessary to predict both the ultimate side shear resistance and the base resistance based on field load test or/ and laboratory tests. In geotechnical engineering there are several methods proposed the relationship between rock properties (the unconfined compressive strength) and the ultimate side shears resistance and base resistance. This paper presents the review of design methods of ultimate side shear and base resistance for rock-socketed pile. These empirical functions depe

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Ma, Jun Qing, and You Xi Wang. "Study on the Relationship between Soil-Cement Parameters and Unconfined Compressive Strength." Advanced Materials Research 255-260 (May 2011): 4012–16. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.4012.

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This paper studies relationship between soil-cement parameters and unconfined compressive strength. The research in tensile strength and deformation modulus of soil-cement is an important basis for soil-cement failure mechanism and intensity theory. They also impact cracks, deformation and durability of cement-soil structure. Shear strength and deformation of soil-cement is important to the destruction analysis and finite element calculations. Therefore it needs to study on tensile strength, shear strength and deformation modulus of soil-cement. Based on previous experiments, the relationship

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Taylor, Oliver-Denzil S., Katherine E. Winters, Woodman W. Berry, Lucas A. Walshire, and Pamela G. Kinnebrew. "Near-surface soils: self-supported unconfined drained sand specimens." Canadian Geotechnical Journal 56, no. 3 (2019): 307–19. http://dx.doi.org/10.1139/cgj-2017-0261.

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Knowledge about soil behaviour in the near surface is fundamental to a broad range of military strategic research efforts. The prevailing mathematical representations of near-surface shear strength do not necessarily reflect the observed shear strengths. This paper presents an experimental procedure for testing self-supported, unconfined-drained specimens to investigate the shear strength of a poorly graded sand with the inferred unsaturated behaviour from typical effective stress expressions. The impact of soil suction is quantified from the soil–water characteristic curve obtained from a mod

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Stróżyk, Joanna, and Matylda Tankiewicz. "Undrained shear strength of the heavily consolidated clay." Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation 45, no. 2 (2013): 207–16. http://dx.doi.org/10.2478/sggw-2013-0017.

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Abstract Undrained shear strength of the heavily consolidated clay. The undrained shear strength (cu) is considered one of the most basic parameter characterizing soils in engineering practice. The particular importance of cu is in the case of clayey soil. This parameter also is the basis for the classification of soil according to the ISO standard. The undrained shear strength usually is determined from unconfined compression test or from triaxial compression test. In the simple way it can be estimated from the fall cone penetrometer test as index parameter. In the presented work the results

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Zhou, Jie, Chao Ban, Huade Zhou, Junjie Ren, and Zhong Liu. "Experimental Study on the Shear Strength and Failure Mechanism of Cemented Soil–Concrete Interface." Materials 16, no. 12 (2023): 4222. http://dx.doi.org/10.3390/ma16124222.

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Cement is always used in underground construction to reinforce and improve soft clay, resulting in the formation of a cemented soil–concrete interface. It is of great importance to study interface shear strength and failure mechanisms. So, in order to figure out the failure mechanism and characteristics of a cemented soil–concrete interface, a series of large-scale shear tests of a cemented soil–concrete interface, and corresponding unconfined compressive tests and direct shear tests of cemented soil, were carried out specifically under different impact factors. A kind of bounding strength was

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Winters, Katherine, Woodman Berry, Greg Seimens, and Oliver-Denzil Taylor. "Failure mode transitions of unconfined granular media from dry to unsaturated to “quasi-fully” saturated states." E3S Web of Conferences 195 (2020): 03023. http://dx.doi.org/10.1051/e3sconf/202019503023.

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Recent research has shown discrepancies between the prevailing mathematical representations of near-surface shear strength and the observed shear strengths. This investigation focuses on three granular materials, i.e., 1) poorly-graded, medium-fine silica-quartz sand, 2) an engineered silica-quartz mix of 3.38-mm and 0.638-mm sub-angular particles, and 3) an angular fused quartz sand. Specimens were tested under load-controlled conditions at variable saturations in order to identify and quantify the influence of suction on the granular structures and failure modes. All three materials exhibite

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Abriari, Devina, Muh Natsir Abduh, and Syahrul Sariman. "Pengaruh Penggunaan Silica Fume dan Serbuk Bata Merah Terhadap Kuat Tekan Bebas dan Kuat Geser Tanah Lempung." Jurnal Penelitian Teknik Sipil Konsolidasi 2, no. 3 (2024): 287–93. https://doi.org/10.56326/jptsk.v2i3.4396.

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Clay soil has low load-bearing capacity. One method to improve this issue is by mixing chemical additives, such as silica fume and red brick powder, into the clay soil as adhesive media that can fill the soil's pores, compacting and forming a solid mass. This study aims to determine the unconfined compressive strength and shear strength of clay soil after adding silica fume and red brick powder. The method involves testing unconfined compressive and shear strength using 9% red brick powder by soil weight, along with silica fume added in varying amounts of 5%, 10%, and 15%. Three samples are pr

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Rozprawy doktorskie na temat "Unconfined shear strength"

Ghazi, Ali Faisal. "Engineering characteristics of compacted sand-bentonite mixtures." Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 2015. https://ro.ecu.edu.au/theses/1615.

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Sand-clay mixtures are commonly used as a liner/barrier material in various engineering applications, such as construction of hydraulic and waste containments. Permeability, compressibility and strength are important properties of sand-clay mixtures and are often required for the design of the liner/barrier of the containments. In states like Western Australia, which is covered mostly by sandy soils, engineers face difficulties with economically sourcing clays for liner/barrier applications. Any reliable research finding that recommends an optimum clay content to be used with sandy soil can be

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Amin, Diyar. "Triaxial testing of lime/cement stabilized clay : A comparison with unconfined compression tests." Thesis, KTH, Jord- och bergmekanik, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-160626.

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Detta examensarbete presenterar resultat från en laboratoriestudie på en lera från Enköping stabiliserad med kalk och cement. I laboratoriet har isotropiskt konsoliderade odränerade aktiva triaxialförsök utförts på provkroppar och jämförts med enaxliga tryckförsök som utförts på provkroppar från samma inblandningstillfälle. De två metoderna har visat sig ge likvärdiga värden på utvärderad odränerad skjuvhållfasthet. Elasticitetsmodulen har däremot visat sig vara mycket högre för triaxialförsöken än enaxliga tryckförsök. För triaxialförsöken har förhållandet mellan sekantmodulen och den odräner

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Baumgarten, Lars. "Gesteinsmechanische Versuche und petrophysikalische Untersuchungen – Laborergebnisse und numerische Simulationen." Doctoral thesis, Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola", 2016. http://nbn-resolving.de/urn:nbn:de:bsz:105-qucosa-202612.

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Dreiaxiale Druckprüfungen können als Einstufenversuche, als Mehrstufenversuche oder als Versuche mit kontinuierlichen Bruchzuständen ausgeführt werden. Bei der Anwendung der Mehrstufentechnik ergeben sich insbesondere Fragestellungen hinsichtlich der richtigen Wahl des Umschaltpunktes und des optimalen Verlaufs des Spannungspfades zwischen den einzelnen Versuchsstufen. Fraglich beim Versuch mit kontinuierlichen Bruchzuständen bleibt, ob im Versuchsverlauf tatsächlich Spannungszustände erfasst werden, welche die Höchstfestigkeit des untersuchten Materials repräsentieren. Die Dissertation greift

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Wu, Randall. "Cement-based stabilization/solidification of zinc-contaminated kaolin clay with graphene nanoplatelets." Thesis, 2021. http://hdl.handle.net/1828/12990.

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Heavy-metal contamination in soils has become a serious environmental problem. Among all metals, excessive amount of zinc was released to soils over the years. Zinc is not only toxic to human being, but also to plants. High concentration of zinc is extremely phytotoxic. Currently, the most popular method to remediate heavy-metal contaminated soils is stabilization/solidification (S/S) technique as it is cheaper, faster and more effective to remediate heavy metals than other remediation methods. Portland cement is the most-used binder in S/S technique. However, the production of Portland ce

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Baumgarten, Lars. "Gesteinsmechanische Versuche und petrophysikalische Untersuchungen – Laborergebnisse und numerische Simulationen." Doctoral thesis, 2015. https://tubaf.qucosa.de/id/qucosa%3A23031.

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Książki na temat "Unconfined shear strength"

Geological Survey (U.S.), ed. Unconfined compressive strength on rock samples representative of the types found in Bronx County, New York. U.S. Dept. of the Interior, Geological Survey, 1987.

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Części książek na temat "Unconfined shear strength"

Saranya, N., and D. N. Arnepalli. "Effect of Pore Size Distribution on Unconfined Compressive Shear Strength." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0899-4_10.

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Najvani, Mohammad Amin D., Daniel Heras Murcia, and Mahmoud Reda Taha. "Evolution of Early-Age Mechanical and Failure Behavior of 3D Printed Polymer Concrete." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_59.

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AbstractThe increasing interest in 3d printing of concrete for infrastructure applications necessitates having a design for this process. Previous research has mostly focused on 3D printable cement-based concrete mixes, with less attention given to 3D printed polymer concrete (PC). PC is a concrete type that uses polymer instead of cement as a binder. It offers improved compressive and tensile strengths, crack resistance and bond strengths, and superior durability than traditional Portland cement concrete, making it an excellent material for 3D printing. This study aims to understand the evolu

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Nishimura, T., and D. G. Fredlund. "Unconfined compression shear strength of an unsaturated silty soil subjected to high total suctions." In Slope Stability Engineering. Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-18.

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Rokhman, Tri Harianto, Achmad Bakri Muhiddin, and dan Ardy Arsyad. "Characteristics of Soft Soil Stabilization with Bacillus subtilis Bacteria on Unconfined Compression Strength and Shear Stress of Soils." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-9227-0_34.

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Motta M.F.B., de Campos T.M.P., Bernardes G.P., and da Fonseca A. Viana. "Shear modulus G." In From Fundamentals to Applications in Geotechnics. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-603-3-2142.

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Several studies have been developed aiming to understand the behavior of saturated natural soils under small strains. A few studies have considered unsaturated soils, in most cases compacted soils and, eventually, disregarding the influence of suction in the analyses. Particularly in the case of unsaturated, natural residual soils, fairly few experimental data is available in the current literature regarding its behavior under small strains. In this context, this paper presents an experimental study to evaluate the influence of matric suction on the small-strain shear modulus G0, unconfined co

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de Souza Villar Lúcio Flávio, Queiroga Fortes Ribeiro Vinícius, de Araújo Carneiro Daniel, and de Faria Silva William. "Correlations Between Results of the Diametrical Compression Test (Brazilian Test), Direct Shear Test, Unconfined Compression Test for a Compacted Residual Soil." In From Fundamentals to Applications in Geotechnics. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-603-3-2252.

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This paper presents the results of diametrical compression tests (the so-called Brazilian Test), direct shear tests and unconfined compression tests on saturated and unsaturated samples of a compacted soil. The objective was to verify the relationship between the values of tensile strength &sigma;tobtained from diametric compression tests, undrained shear strength Su obtained from unconfined compression tests and strength parameters c' and &phi;' obtained by the direct shear tests for the studied soil. The results of each test are discussed and evaluated and some empirical correlations

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Araki Hiroyuki, Lee Jina, Sato Takeshi, and Koseki Junichi. "Strength properties of soil wall materials for seismic performance evaluation." In Deformation Characteristics of Geomaterials. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-822-9-722.

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A rammed earth technique is a traditional architectural technique to build soil structures by compressing clay, sand, gravel, in a form. The walls built with the rammed earth technique are seen sometimes in historical heritages, and are attracting interest in construction projects of a modern housing due to their advantages in recent years. However, the mechanical properties, especially tensile and shear strengths, of rammed earth materials have not been fully investigated. Therefore, the mechanical properties of two kinds of rammed earth materials are evaluated by conducting a series of uncon

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Togrol E. and Kıran F. "On the shear strength of weak rocks." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-477.

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The study evaluates the value of the correlation factor between unconfined compressive strength and the point load index for five different rocks encountered in North Africa through statistically sufficient number of field and laboratory tests.

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Abdelrahman G.E. "Lightweight fill using clay, EPS-beads and cement." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-2256.

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An experimental study was carried out to investigate the mechanical characteristics of a lightweight fill composed of clay presented as Kaolin, Expanded Poly-Styrene (EPS) beads and a cementing agent as Portland cement. The effects of different compositions on the shear strength and compressibility characteristics of the lightweight mixture were studied using direct shear tests and unconfined compression test. It is observed that the density of the lightweight mixture can be effectively controlled by the amount and density of EPS-beads used. With the inclusion of 1 to 5 % of EPS-beads (of clay

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Tsatsanifos C. and Pandis K. "Estimating the geomechanical characteristics of a reactivated landslide." In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2005. https://doi.org/10.3233/978-1-61499-656-9-2599.

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Detailed geotechnical investigations were carried out in order to define the geometry and the shear strength properties along the slip surface of a reactivated old landslide, in Section 3.2 of the Egnatia Odos Motorway, Northern Greece. The investigations comprised of borehole drilling, sampling, inclinometer and piezometer installation and of unconfined compression, triaxial, direct and ring shear laboratory testing as well as of back analyses of the failure. The estimations of the shear strength parameters from the laboratory tests and those from the back analyses are presented and compared.

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Streszczenia konferencji na temat "Unconfined shear strength"

Abd Al-Kaream, Khalid W., Mohammed D. Noori, Mudhafar K. Hameedi, and Zainab H. Shaker. "Characteristics of Clay Soils Utilizing Okra Tips." In 3rd International Conference of Engineering Sciences. Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-goor20.

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Soft clay soil is well known to deform and fail beneath a light surcharge load and being described via high compressibility, low shear strength, and high content of water. The objective of the present study is to determine the optimum okra tips that can be added to stabilize soft clayey soil. Several tests were conducted to determine how varying percentages of okra two ends plants (3, 6 and 9%) for all additives to the dry weight of soil affect the results. The experimental work is used to get the percent of consistency limits, compaction, consolidation, and unconfined compressive strength of

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Jones, S. E., J. C. Foster, O. A. Toness, R. J. DeAngelis, and William K. Rule. "An Estimate for Mass Loss From High Velocity Steel Penetrators." In ASME 2002 Pressure Vessels and Piping Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/pvp2002-1149.

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Analytical models of the penetration process focus on estimating depth of penetration based on target density, target strength (sometimes associated with the unconfined compressive strength of the target for geological targets), the areal density of the penetrator (W/A), and the impact velocity. In this paper, an expression for work is used in conjunction with thermodynamic considerations to devise a simple estimate for mass lost by a high velocity projectile during the penetration process. The result shows that the mass loss is directly proportional to the tunnel length and the target shear s

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Alkroosh, Iyad, Ali Al-Robay, Prabir Sarker, and Saif Alzabeebee. "Effect of sand percentage on the compaction properties and undrained shear strength of low plasticity soft clay." In INTERNATIONAL CONFERENCE ON ARCHITECTURAL AND CIVIL ENGINEERING 2020. Cihan University-Erbil, 2021. http://dx.doi.org/10.24086/aces2020/paper.143.

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This study investigated the influence of sand content on the mechanical behaviour of a low plasticity clay found in Iraq. Samples were prepared with sand contents of 0%, 10%, 20%, 30%, and 40% of the weight of the clay. Standard Proctor and unconfined compression tests were carried out and the optimum moisture content, maximum dry density, and undrained shear strength were determined. The results showed a gradual increasing trend of the maximum dry density with the increase of the sand content up to 30%. The highest dry density reached was 1.90 gm/cm3 corresponding to an optimum moisture conte

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Salehi, Saeed. "Applicability of Geopolymer Materials for Well P&A Applications." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-62351.

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Previous research on application of geopolymers in oil/gas wells is mainly unsuccessful due to failure to achieve a reasonable thickening time. This study presents geopolymer composite mixtures that have high compressive and shear bond strength, enhanceed thickening time, high durability, and reasonable shrinkage. Class F fly ash geopolymers are used for developing samples with different mix designs in this work. Class H Portland cement is used as a controller on all the tests conducted in this work. Tests conducted in this research include: unconfined compressive strength (UCS), shear bond st

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Abugharara, Abdelsalam, Salum Mafazy, and Stephen Butt. "A New Approach for Rock Strength Estimation Through a Semi-Point Load Strength Index and Correlation With Destructive and Nondestructive Tests." In ASME 2022 41st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/omae2022-81556.

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Abstract Multi scale projects of civil, mining, and oil and gas drilling require to determine rock strength as main property of surface and subsurface rocks for safe structures, economic mining operations, as well as drilling performance optimizations. The Unconfined Compressive Strength (UCS) as a main rock strength test is considered a time consuming for sample preparation, costly, and unaffordable. However, it is required for correlations for rock strength obtained from other tests. A semi-Point Load Strength Index (Semi-PLSI) is proposed in this research as a new approach to estimate rock

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Rahman, Abdul Samad Abdul, Norbaya Sidek, Sulaiman Hasim, Juhaizad Ahmad, Mohd Ikmal Mohd Fazlan, and Nur Syazwana Mohamad. "Coconut Shell Ash (CSA) as the Stabilizer for Soft Soil Treatment." In International Conference on Nanoscience and Nanotechnology 2022. Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-y966ph.

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Soft soil consists of inherent properties where it is unstable in geotechnical condition with low shear strength. The present of soft soil is one of the problematic ground conditions that can pose great challenges in the related field. Moreover, soft soil is not suitable for being used in the construction of highways and buildings due to its undesirable characteristics such as high-water content, low shear strength, low bearing capacity and low permeability. Thus, soil improvement will be crucial in future geotechnical practice for designing structures in weak soil. The aim of this study is to

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Malicki, E. A., T. R. M. Packulak, É. Gagnon, M. S. Diederichs, and J. J. Day. "Measuring Brittle Damage Thresholds of Crystalline Rocks by Acoustic Emissions on Compressive and Tensile Laboratory Tests." In 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2024. http://dx.doi.org/10.56952/arma-2024-0445.

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ABSTRACT: The use of acoustic emission (AE) monitoring in brittle rock laboratory testing is one of the most accurate methods for measuring damage evolution and failure. In this study, AE data was collected from two separate laboratory testing programs. The first program consists of a series of unconfined compressive strength (UCS) tests completed on moderately foliated meta-sedimentary rocks from the Bathurst Mining Camp in New Brunswick, Canada, and high metamorphic grade tonalite gneiss from the Pointe du Bois pluton in Manitoba, Canada. The second program consists of a series of Brazilian

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KAMBALI, Kuraisha. "The effectiveness of bio-anchorage system in reinforcing tropical residual slope." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-44.

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Abstract. Geotechnical phenomena known as “land sliding” encompasses a broad spectrum of ground movements, including rock falls, deep slope failures, and shallow debris flows, particularly in tropical regions. The severity of this issue is higher in regions with a lot of residual soils, like Malaysia, due to the frequent and intense rainfall events and the unique soil properties that make these areas prone to instability. The use of vegetation in soil bioengineering has gained attention recently as an environmentally friendly technique for stabilizing slopes, as most conventional approaches ar

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Saleh, Fatemeh, Adonis Ichim, Daniel Mbainayel, and Catalin Teodoriu. "A Quantification of Mixing Energy During the Whole Cementing Cycle." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-62456.

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Various authors have pointed out the importance of cement mixing process and its effect on cement properties. From all cement properties, two are extremely important: the mechanical cement strength (unconfined compressive strength or UCS) and the rheology. The first is critically impacting the well integrity whereas the latter is affecting the pumping ability and displacement in the well, which will also have effects on the well integrity. A previously performed literature survey has pointed out that mixing energy alone may not be sufficient to describe the cement slurry changes, and inferred

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Noufal, A., Z. El Wazir, N. Al Madani, et al. "Advanced Rock Mechanical Characterization of Giant Cretaceous Carbonate Sequence for Reservoir Development." In ADIPEC. SPE, 2024. http://dx.doi.org/10.2118/222431-ms.

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Abstract Advanced rock mechanical characterization of a giant Cretaceous carbonate field in Abu Dhabi is the focus of this paper, that not only focused on routine triaxial tests for shear strength estimates but also to understand pore collapse, tensile strength, thermal and creep behavior of these rocks. The approach has started with auditing and selection of core intervals from various offset wells. These core intervals are selected to represent lateral and vertical coverage of various sub-units within various reservoir and caprock intervals. Scratch tests and whole core CT scans are conducte

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Raporty organizacyjne na temat "Unconfined shear strength"

Onishi, Yasuo, Ellen BK Baer, Jaehun Chun, et al. Development of K-Basin High-Strength Homogeneous Sludge Simulants and Correlations Between Unconfined Compressive Strength and Shear Strength. Office of Scientific and Technical Information (OSTI), 2011. http://dx.doi.org/10.2172/1027186.

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