Relevant bibliographies by topics / Relationship strength

Academic literature on the topic 'Relationship strength'

Author: Grafiati
Published: 4 June 2021
Last updated: 8 February 2022

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Journal articles on the topic "Relationship strength"

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Fuster, V., A. Jerez, and A. Ortega. "Anthropometry and strength relationship: male-female differences." Anthropologischer Anzeiger 56, no. 1 (March 24, 1998): 49–56. http://dx.doi.org/10.1127/anthranz/56/1998/49.

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Al-Wugayan, Adel A. "Customer Relationships in Banking: Does relationship strength influence relationship quality and outcomes?" Studies in Business and Economics 23, no. 1 (2020): 61–97. http://dx.doi.org/10.29117/sbe.2020.0121.

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This study investigates how customer-bank relationship strength dimensions, reflected by relationship length, depth and width, influence the associations between customer-perceived relationship quality and relational outcomes in retail bank service industry. To date, it’s still unclear whether relationship strength could contribute to, or detract from, customer relationship quality and outcome. A total of 2,029 bank customers in Kuwait are surveyed and data collected is analyzed using PLS-SEM modeling to validate the proposed conceptual framework followed by Multi-Group Analysis to test study hypotheses. Obtained findings show that the linkages between relationship quality components (satisfaction, trust and commitment) and relational outcomes (loyalty and Word-of-Mouth) are affected by the level of relationship length and depth, while relationship width only influenced the association between satisfaction and relational quality. The inclusion of relationship strength that represents past customer behavior provides a more accurate and comprehensive view of the dynamics of the interrelationship between key antecedents and consequences of relationship marketing in the retail banking industry.
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김윤환. "Customer-Brand Relationship Quality and Relationship Strength." Management & Information Systems Review 32, no. 4 (November 2013): 227–56. http://dx.doi.org/10.29214/damis.2013.32.4.010.

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Beattie, Kris, Brian P. Carson, Mark Lyons, and Ian C. Kenny. "The Relationship Between Maximal Strength and Reactive Strength." International Journal of Sports Physiology and Performance 12, no. 4 (April 2017): 548–53. http://dx.doi.org/10.1123/ijspp.2016-0216.

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Maximum- and reactive-strength qualities both have important roles in athletic movements and sporting performance. Very little research has investigated the relationship between maximum strength and reactive strength. The aim of this study was to investigate the relationship between maximum-strength (isometric midthigh-pull peak force [IMTP PF]) and reactive-strength (drop-jump reactive-strength index [DJ-RSI]) variables at 0.3-m, 0.4-m, 0.5-m, and 0.6-m box heights. A secondary aim was to investigate the between- and within-group differences in reactive-strength characteristics between relatively stronger athletes (n = 11) and weaker athletes (n = 11). Forty-five college athletes across various sports were recruited to participate in the study (age, 23.7 ± 4.0 y; mass, 87.5 ± 16.1 kg; height, 1.80 ± 0.08 m). Pearson correlation results showed that there was a moderate association (r = .302–.431) between maximum-strength variables (absolute, relative, and allometric scaled PF) and RSI at 0.3, 0.4, 0.5 and 0.6 m (P ≤ .05). In addition, 2-tailed independent-samples t tests showed that the RSIs for relatively stronger athletes (49.59 ± 2.57 N/kg) were significantly larger than those of weaker athletes (33.06 ± 2.76 N/kg) at 0.4 m (Cohen d = 1.02), 0.5 m (d = 1.21), and 0.6 m (d = 1.39) (P ≤ .05). Weaker athletes also demonstrated significant decrements in RSI as eccentric stretch loads increased at 0.3-m through 0.6-m box heights, whereas stronger athletes were able to maintain their reactive-strength ability. This research highlights that in specific sporting scenarios, when there are high eccentric stretch loads and fast stretch-shortening-cycle demands, athletes’ reactive-strength ability may be dictated by their relative maximal strength, specifically eccentric strength.
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Donaldson, Bill, and Tom O’ Toole. "Classifying relationship structures: relationship strength in industrial markets." Journal of Business & Industrial Marketing 15, no. 7 (December 2000): 491–506. http://dx.doi.org/10.1108/08858620010351724.

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Rohlf, Richard A., Billy J. Barfield, and Gary K. Felton. "Ultimate Strength Matric Stress Relationship." Journal of Geotechnical and Geoenvironmental Engineering 123, no. 10 (October 1997): 938–47. http://dx.doi.org/10.1061/(asce)1090-0241(1997)123:10(938).

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Schijns, Jos M. C., and Gaby J. Schröder. "Segment selection by relationship strength." Journal of Direct Marketing 10, no. 3 (1996): 69–79. http://dx.doi.org/10.1002/(sici)1522-7138(199622)10:3<69::aid-dir6>3.0.co;2-w.

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Stone, Michael H., Meg E. Stone, William A. Sands, Kyle C. Pierce, Robert U. Newton, G. Gregory Haff, and Jon Carlock. "Maximum Strength and Strength Training—A Relationship to Endurance?" Strength and Conditioning Journal 28, no. 3 (2006): 44. http://dx.doi.org/10.1519/1533-4295(2006)28[44:msastr]2.0.co;2.

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Stone, Michael H., Meg E. Stone, William A. Sands, Kyle C. Pierce, Robert U. Newton, G. Gregory Haff, and Jon Carlock. "Maximum Strength and Strength Training---A Relationship to Endurance?" Strength and Conditioning Journal 28, no. 3 (June 2006): 44–53. http://dx.doi.org/10.1519/00126548-200606000-00008.

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Gao, Dan Ying, Shuai Qi Song, and Liang Ming Hu. "Relationships of Strengths and Dimensional Effect of Plastic Concrete." Advanced Materials Research 306-307 (August 2011): 1029–37. http://dx.doi.org/10.4028/www.scientific.net/amr.306-307.1029.

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This article carried out the strength experiments on four hundred and five specimens with twelve mix proportions and three curing ages, systematically investigated the relationships of related strengths, the dimensional effect of compressive strength and splitting tensile strength of plastic concrete. The results showed that there well exist the statistical relationships among the related strengths of plastic concrete, the dimensional effect coefficients of compressive strength and splitting tensile strength with 100mm cubic specimen are 0.9375 and 0.8616 respectively compared with 150mm cubic specimen. Based on the analysis of test results, the conversion formulae of strength-related indicators and linear function relationship between axial compressive strength and curing ages are put forward respectively.
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Dissertations / Theses on the topic "Relationship strength"

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Stone, Michael H., Meg E. Stone, William A. Sands, Kyle C. Pierce, Robert U. Newton, G. Gregory Haff, and Jon Carlock. "Maximum Strength and Strength Training---A Relationship to Endurance?" Digital Commons @ East Tennessee State University, 2006. https://dc.etsu.edu/etsu-works/4615.

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Endurance can be defined as the ability to maintain or to repeat a given force or power output. The sport performance-endurance relationship is a multi-factorial concept. However, evidence indicates that maximum strength is a major component. Conceptually, endurance is a continuum. The literature indicates that (a) maximum strength is moderately to strongly related to endurance capabilities and associated factors, a relationship that is likely stronger for high intensity exercise endurance (HIEE) activities than for low intensity exercise endurance (LIEE); (b) strength training can increase both HIEE and LIEE, the effect being greater for HIEE; (c) the volume of strength training plays a role in endurance adaptation; and (d) mechanical specificity and training program variables also play a role in the degree of adaptation..
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Barth, Gil. "Relationship strength in communication mediums." Honors in the Major Thesis, University of Central Florida, 2002. http://digital.library.ucf.edu/cdm/ref/collection/ETH/id/257.

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This item is only available in print in the UCF Libraries. If this is your Honors Thesis, you can help us make it available online for use by researchers around the world by following the instructions on the distribution consent form at http://library.ucf.edu/Systems/DigitalInitiatives/DigitalCollections/InternetDistributionConsentAgreementForm.pdf You may also contact the project coordinator, Kerri Bottorff, at kerri.bottorff@ucf.edu for more information.
Bachelors
Arts and Sciences
Psychology
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Dagosta, Joseph William. "Attitude strength and situational strength as moderators of the job satisfaction – job performance relationship." Wright State University / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=wright1595538232053425.

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Bhise, Vikrant Sudhakar. "Strength Degradation of Gfrp Bars." Thesis, Virginia Tech, 2002. http://hdl.handle.net/10919/35225.

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The primary objective of this research was to examine the strength degradation of Glass Fiber Reinforced Polymer (GFRP) bars at high temperature and alkalinity and determine if an Arrhenius type relationship can be used as a means of projecting life. The work done includes a thorough literature review, experiments and development of strength prediction models. The experimental work involves exposure of GFRP bars incased in cement mortar to lime-water solution at 30, 45 and 57°C. Overall 100 specimens were included in the experimental program. The tensile strength and modulus of elasticity retention after 180 days of exposure at 57°C was 57% and 82% respectively. The secondary objective was to determine the moisture absorption properties of GFRP bars. The moisture absorption data available is till 80 days from the immersion of the specimens in the tank. The collected data was used in the development of strength retention models. Two strength prediction models, Time Shift Method and Fickian Model for moisture absorption are formulated. Using the Fickian Model, strength is predicted for GFRP bars, if used in bridge decks in Roanoke, Virginia. The strength loss predicted was 45% after 50 years of exposure in real life environment. A linear relationship was observed when the moisture content and strength retention were plotted. The study estimates a strength loss higher than the ACI-440H recommended environmental degradation factor of 0.7 to calculate the design ultimate tensile strength.
Master of Science
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Hartl, Kathleen, and Irida Ruci. "Service Quality in Banks and Customer Relationship Strength." Thesis, Umeå University, Umeå School of Business, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-24860.

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Background

Today, the Swedish banking industry is facing aggressive competition as a consequence of many changes; increase of competitors in the marketplace, changes in the market structure, technological advancements and the use of Internet banking, and the increase of customer demands. Therefore, the pressure that each bank faces is high and banks need to upgrade their strategies and adjust their business approach to the quick changes. An understanding of customers’ expectations and perceptions of service quality is a prerequisite to make customers satisfied as well as prolong and strengthen the bank-customer-relationship.

 

Purpose and Research Questions

Investigate the service quality of Swedish banks and its influence on the nature of the relationship between the banks and their private customers in Umeå.

 

  1. What are the overall as well as the specific gaps between expected and perceived service quality of banks’ private customers?
  2. Is there a tendency towards loosening the relationship with the main bank?

 

Theories and Models

The theories and models we discuss in our study are related to the purpose and research questions. Therefore, we first discuss the general concept of marketing and services marketing and afterwards review related theories and models. The central concept of our research is the SERVQUAL and Gap Model being the most famous model used to measure service quality, also in retail banking. This model is used to investigate the existing gaps between the expected and perceived service quality which refers to our first research question. For answering the second research question, we propose a Bank-Customer-Relationship Model based on our assumptions and adjusted according to the findings.

 

Methodology

Our philosophy is positivistic as we collect and analyze quantitative data to draw conclusions, as well as realistic, as the survey is conducted in a social reality. This philosophical perspective shapes the way the whole research is designed. Reviewing and finding theories first, that are relevant to our purpose and then, analyzing the data collected in order to prove the theories, classifies our research approach as deductive. Our chosen strategy is, conducting a survey at only one point of time which defines our study as cross-sectional. Our data was collected by using non-random sampling. We distributed self administered questionnaires to 200 respondents in Umeå city, being customers of any bank.

Findings and Conclusions

Referring to our first research question we conclude that an overall gap between expected and perceived service quality of banks’ private customers exists. But, there is a considerable difference between gaps of different bank services. Customers consider some of the services more important than others, therefore they expect more. Other services seem to be less important for them, so they expect less. Finally, there is also a neutral consideration for some other services. Referring to our second research question, the findings indicate that the bank-customer-relationships might develop a tendency to weaken even though bank customers are still highly satisfied with their main banks.

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McElligott, Mark, and n/a. "The relationship between strength and endurance in female triathletes." University of Canberra. Human and Heritage Sciences, 1992. http://erl.canberra.edu.au./public/adt-AUC20060918.160011.

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Washle, Edwin J. "Fathers and young-adult children : factors affecting relationship strength /." Diss., This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-07282008-135908/.

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Hu, Yu. "An Examination of Consumers' Selective Word-of-Mouth Communication Process and its Consequences." Diss., Virginia Tech, 2008. http://hdl.handle.net/10919/27680.

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This research proposes that consumers often selectively communicate their product knowledge with one another in order to achieve different interpersonal goals or to meet situational demands; as a consequence of this selective message construction process, the communicatorsâ recollections of the product knowledge tend to be realigned with the contents of the communicated messages. To provide empirical support for this proposition, I employed a two-step, memory-based experiment procedure and used interpersonal relationship strength as the key investigating variable to examine communicatorsâ selective message construction behavior and its evaluative consequences. Results showed that participants communicated more negative product information to a strong relation audience and more positive information to a weak relation audience; they were also more likely to negatively interpret ambiguous information to a strong relation audience. After the communication, participants in the strong relation condition showed significantly decreased product evaluations.
Ph. D.
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Gibson, Bradley Kyle. "RELATIONSHIP BETWEEN CORN STALK STRENGTH AND SOUTHWESTERN CORN BORER PENETRATION." MSSTATE, 2009. http://sun.library.msstate.edu/ETD-db/theses/available/etd-04212009-172322/.

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Studies were conducted to determine if corn stalk strength had an effect on southwestern corn borer (Diatraea grandiosella Dyar) survival during different growth stages. In 2006 southwestern corn borer larvae were placed on corn during the tassel stage near the ear and base of the plant. Survival was higher near the ear than near the base of the plant. In 2007, five varieties of corn were planted at three locations in Mississippi. Plants were infested with five 3rd instar larvae at the ear zone during tassel, dough and dent development stages. After five days stalk strength and borer survival were measured. Survival decreased as the corn progressed from tassel to dent stage. Survival varied among corn varieties. The relationship between stalk strength and borer survival was not consistent, indicating that there are likely factors more directly limiting borer survival than physical stalk strength.
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Gregoire, Meghan. "The Relationship Between Hamstring Strength and Agonist-Antagonist Co-Activation." University of Toledo / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1556791315939376.

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Books on the topic "Relationship strength"

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Jonsson, Bertil, G. Dobmann, A. F. Hobbacher, M. Kassner, and G. Marquis. IIW Guidelines on Weld Quality in Relationship to Fatigue Strength. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-19198-0.

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Vance, S. L. Relationship of soil strength and rowcrop yields on reconstructed surface mine soils. S.l: s.n, 1992.

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Botswana Institute for Development Policy Analysis., ed. Exchange rate, inflation, and competitive power: An analysis of the relationship between Botswana's exchange and inflation rates, and its implication for the competitive strength of her producers. Gaborone, Botswana: Botswana Institute for Development Policy Analysis, 1998.

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Hornberger, Helga. Strength microstructure relationships in a dental alumina glass composite. Birmingham: University of Birmingham, 1995.

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Balart, Maria José. Structure-property relationships in high strength microalloyed forging steels. Birmingham: University of Birmingham, 1999.

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Rebecca, Jordan, ed. Marriage toners: Weekly exercises to strengthen your relationship. Grand Rapids, Mich: F.H. Revell, 1995.

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Inc, Youth in Need, ed. Strengths-based engagement and practice: Creating effective helping relationships. Boston: Allyn & Bacon, 2010.

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Hanh, Nhat. Fidelity: How to strengthen and nourish our intimate relationships. P.O. Box 7355 Berkeley, Calif: Parallax Press, 2011.

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R, Strong John. Unlocking the communication puzzle: How to strengthen your relationships. [Ames, Iowa: Human Communication Institute, 1989.

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H, Jackson Martin, and Jackson Christina E, eds. Angel Joy: Physical weakness, spiritual strength. New Ulm, Minn: M. Chemnitz Press, 1995.

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Book chapters on the topic "Relationship strength"

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Li, Ning, Xu Feng, Shufan Ji, and Ke Xu. "Modeling Relationship Strength for Link Prediction." In Intelligence and Security Informatics, 62–74. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39693-9_7.

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Mohamed, Mohd ‘Aizat Abdul Razzaq, Zulkifli Abdul Kadir, Sarina Md Yusof, Mardiana Mazaulan, and Mohd Aizzat Adnan. "Relationship Between Handgrip Strength on Muscular Strength Among Racquet Sport Athletes." In Proceedings of the International Colloquium on Sports Science, Exercise, Engineering and Technology 2014 (ICoSSEET 2014), 259–66. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-287-107-7_27.

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Hòa, Lê Minh, Đặng Nam Huân, Nguyễn Hồng Thao, Ngô Thanh Hoàn, Tru’o’ng Quang Dang Khoa, Nguyễn H. M. Tâm, and Võ Văn Tó’i. "Relationship between Dental Occlusion and Arm Strength." In IFMBE Proceedings, 266–69. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-12020-6_67.

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Lee, Jong Il, Young Choi, Kwang Suck Boo, and Joon Hong Park. "A Study on Relationship between Hardness and Hydrostatic Stress." In Fracture and Strength of Solids VI, 619–24. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-989-x.619.

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Chader, Asma, Hamid Haddadou, Leila Hamdad, and Walid-Khaled Hidouci. "StrCoBSP: Relationship Strength-Aware Community-Based Social Profiling." In Information Management and Big Data, 333–47. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-76228-5_24.

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Hausman, Angela. "Relationship Strength in Business Relationships and its Role in Observed Relational Outcomes." In Proceedings of the 1998 Academy of Marketing Science (AMS) Annual Conference, 28. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-13084-2_6.

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Nanda, Anil Kumar, and Jaspal Singh. "Relationship Between Compressive Strength and Split Tensile Strength for Sustainable Concrete—A Case Study." In Lecture Notes in Civil Engineering, 733–40. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9554-7_65.

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Zhong, Youliang, Xiaoming Zheng, Jian Yang, Mehmet A. Orgun, and Yan Wang. "KPMCF: A Learning Model for Measuring Social Relationship Strength." In Lecture Notes in Computer Science, 519–22. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-41154-0_43.

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Kumar, Abhinav, and Nemi Chandra Rathore. "Relationship Strength Based Access Control in Online Social Networks." In Proceedings of First International Conference on Information and Communication Technology for Intelligent Systems: Volume 2, 197–206. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-30927-9_20.

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Kuzunishi, Masahiro, and Tetsuya Furukawa. "Strength of Relationship Between Multi-labeled Data and Labels." In Information and Communication Technology, 99–108. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-24315-3_10.

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Conference papers on the topic "Relationship strength"

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Österle, W. "Microstructure Strength Relationship of Low Carbon Martensite." In ESOMAT 1989 - Ist European Symposium on Martensitic Transformations in Science and Technology. Les Ulis, France: EDP Sciences, 1989. http://dx.doi.org/10.1051/esomat/198909003.

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Xiang, Rongjing, Jennifer Neville, and Monica Rogati. "Modeling relationship strength in online social networks." In the 19th international conference. New York, New York, USA: ACM Press, 2010. http://dx.doi.org/10.1145/1772690.1772790.

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Chen, Zeng, and Keren Wang. "Using Indirect Communications to Improve Relationship Strength Estimation." In 2017 13th International Conference on Semantics, Knowledge and Grids (SKG). IEEE, 2017. http://dx.doi.org/10.1109/skg.2017.00047.

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Arreola-Villa, S., P. Garnica-González, M. López-Cornejo, O. Vázquez-Gómez, and H. Vergara-Hernández. "Pearlite Spheroidization and Its Relationship with Tensile Strength." In MS&T19. TMS, 2019. http://dx.doi.org/10.7449/2019mst/2019/mst_2019_631_637.

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Arreola-Villa, S., P. Garnica-González, M. López-Cornejo, O. Vázquez-Gómez, and H. Vergara-Hernández. "Pearlite Spheroidization and Its Relationship with Tensile Strength." In MS&T19. TMS, 2019. http://dx.doi.org/10.7449/2019/mst_2019_631_637.

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Tateno, Masayoshi, and Hiroki Morikawa. "Relationship Between Singularity Strength Factors and Practical Bonding Strength of Ceramic to Metal Joint." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25431.

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This study correlates the stress intensity factors (Kii, Kpaii), the order of the stress singularity p-1, and the practical bonding strength of ceramic to metal joints with arbitrary interface geometry. First, in order to describe the stress behavior of TiB2 to Ni joints bonded at 1173K, the stress singularity factors (Kii, Kpaii, p-1) were theoretically derived for wedge angles of φ1:30°&lt;φ1&lt;150°. Secondly, the dependences of the singularity factors on the wedge angle φ1 were compared with experimental results using the same wedge angles on TiB2 to Ni joints with interface convexity or concavity produced by Electric Discharge Machining (EDM). In order to obtain the highest strength joints, the optimum interface shape is determined using the relationship between the singularity factors.
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Q. S., Liu, Kido M., and Tsuda K. "Study on Relationship between Superposed Strength and Yield Strength of the Square CFT Columns." In Modern Methods and Advances in Structural Engineering and Construction. Singapore: Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-7920-4_s2-s69-cd.

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Sato, A., S. Nishimoto, and T. Suzuki. "Relationship between Curing Temperature and Strength of Stabilized Soil." In 13th International Conference on Cold Regions Engineering. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40836(210)41.

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Grzebieta, Raphael, David Young, Andrew McIntosh, and Michael Bambach. "Occupant Injuries and Roof Strength in Rollover Crashes." In ASME 2008 International Mechanical Engineering Congress and Exposition. ASMEDC, 2008. http://dx.doi.org/10.1115/imece2008-68739.

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This paper shows how a mathematical relationship can be derived linking serious neck injuries to excessive roof deformation and that this relationship depends on the vehicle’s Centre of Gravity (COG) lateral velocity at the moment of touchdown of the vehicle’s roof structure. The relationships have been greatly simplified for an idealized condition to facilitate derivation of the equations. In the case of a very strong roof, occupant neck loading resulting from torso augmentation reaches a threshold value that depends on the coefficient of friction between the road surface and the vehicle’s steel body or tires and the height the vehicle’s COG drops during a quarter turn impact sequence.
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Chen, L. X., J. Zhu, Y. Tang, G. Fung, W. H. Wong, and Z. X. Li. "The strength of social networks - connecting people and enhancing relationship." In 2016 IEEE 20th International Conference on Computer Supported Cooperative Work in Design (CSCWD). IEEE, 2016. http://dx.doi.org/10.1109/cscwd.2016.7566035.

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Reports on the topic "Relationship strength"

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Lund, T. Microstructure-strength relationship of a deformation processed aluminum-titanium composite. Office of Scientific and Technical Information (OSTI), February 1998. http://dx.doi.org/10.2172/658375.

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Xu, Kai. Microstructure-Strength Relationship of a Deformation-Processed Aluminum-Magnesium Composite. Office of Scientific and Technical Information (OSTI), September 2000. http://dx.doi.org/10.2172/764682.

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Rahman, Shahedur, Rodrigo Salgado, Monica Prezzi, and Peter J. Becker. Improvement of Stiffness and Strength of Backfill Soils Through Optimization of Compaction Procedures and Specifications. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317134.

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Vibration compaction is the most effective way of compacting coarse-grained materials. The effects of vibration frequency and amplitude on the compaction density of different backfill materials commonly used by INDOT (No. 4 natural sand, No. 24 stone sand, and No. 5, No. 8, No. 43 aggregates) were studied in this research. The test materials were characterized based on the particle sizes and morphology parameters using digital image analysis technique. Small-scale laboratory compaction tests were carried out with variable frequency and amplitude of vibrations using vibratory hammer and vibratory table. The results show an increase in density with the increase in amplitude and frequency of vibration. However, the increase in density with the increase in amplitude of vibration is more pronounced for the coarse aggregates than for the sands. A comparison of the maximum dry densities of different test materials shows that the dry densities obtained after compaction using the vibratory hammer are greater than those obtained after compaction using the vibratory table when both tools were used at the highest amplitude and frequency of vibration available. Large-scale vibratory roller compaction tests were performed in the field for No. 30 backfill soil to observe the effect of vibration frequency and number of passes on the compaction density. Accelerometer sensors were attached to the roller drum (Caterpillar, model CS56B) to measure the frequency of vibration for the two different vibration settings available to the roller. For this roller and soil tested, the results show that the higher vibration setting is more effective. Direct shear tests and direct interface shear tests were performed to study the impact of particle characteristics of the coarse-grained backfill materials on interface shear resistance. The more angular the particles, the greater the shear resistance measured in the direct shear tests. A unique relationship was found between the normalized surface roughness and the ratio of critical-state interface friction angle between sand-gravel mixture with steel to the internal critical-state friction angle of the sand-gravel mixture.
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4

Jensen, Jeff. Microstructure-strength relationships of heavily deformed magnesium-lithium composites containing steel fibers. Office of Scientific and Technical Information (OSTI), October 1997. http://dx.doi.org/10.2172/587996.

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5

Kim, Hyong June. Al-Ca and Al-Fe metal-metal composite strength, conductivity, and microstructure relationships. Office of Scientific and Technical Information (OSTI), January 2011. http://dx.doi.org/10.2172/1048512.

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Hickling, T., and W. Hanley. Methodologies and Metrics for Assessing the Strength of Relationships between Entities within Semantic Graphs. Office of Scientific and Technical Information (OSTI), September 2005. http://dx.doi.org/10.2172/883760.

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Bryantt, Tanner. Relationships Between In-Situ Tests and Soil Cyclic Strength for Earthquake Hazard Characterization in the Pacific Northwest. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.7501.

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Sato, Grace Sato, and Sarina Dayal Dayal. Changing from the Inside Out: Calgary Foundation’s Journey to Strengthen Relationships with Indigenous Communities. New York, NY United States: GrantCraft, February 2020. http://dx.doi.org/10.15868/socialsector.36295.

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Hay, Randall S., G. E. Fair, A. Hart, and R. Bouffioux. Kinetics of Passive Oxidation of Hi-Nicalon-S SiC Fibers in Wet Air: Relationships between Si02 Scale Thickness, Crystallization, and Fiber Strength (Preprint). Fort Belvoir, VA: Defense Technical Information Center, July 2012. http://dx.doi.org/10.21236/ada566428.

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Becker, Peter J. Using the Light Weight Deflectometer for Performance-Based Quality Assurance Testing of Cement Modified Subgrades. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317304.

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This report documents the findings from SPR-4230 (Alternative Quality Assurance Methods for Compacted Subgrade). The main objective of SPR-4230 involved establishing performance-related quality assurance (QA) test methods for pavement subgrade construction. Because INDOT generally prefers specifying subgrade treatment type IBC (i.e., 14-in. cement modified subgrade), this study focused on performance-based QA test methods for constructing cement modified subgrade. Moreover, INDOT prefers using light weight deflectometer (LWD) for chemically modified subgrade construction acceptance, so this study aimed to use LWD deflection measurements as performance-related construction acceptance criteria. A laboratory study was performed to relate LWD deflections with resilient modulus that is the key subgrade performance-related parameter in pavement design. In addition, LWD deflections were related with unconfined compressive strength increase that is the key parameter in chemical soil modification mix design. A rigorous field study consisting of LWD testing and falling weight deflectometer (FWD) testing at INDOT new pavement construction sites was conducted to verify the laboratory developed relationship. Recommendations for implementing results of this study into cement modified subgrade construction acceptance is provided, as are recommendations for future research.
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