المؤلفون: Bin Li, Xiangyang Wang, Yin Wang, Yanting Ji, Jing Wang, Xueming Du, Niannian Wang

المصدر: Applied Sciences, Vol 14, Iss 23, p 10915 (2024)

مصطلحات موضوعية: polyurethane, concrete, interface, rehabilitation, shear behavior, direct shear tests, Technology, Engineering (General). Civil engineering (General), TA1-2040, Biology (General), QH301-705.5, Physics, QC1-999, Chemistry, QD1-999

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2076-3417/14/23/10915; https://doaj.org/toc/2076-3417

URL الوصول: https://doaj.org/article/7c81f3c744de4119be9419695796b452

المؤلفون: Ziyi Wang, Jinqing Jia, Lihua Zhang, Ziqi Li

المصدر: Buildings, Vol 14, Iss 4, p 959 (2024)

مصطلحات موضوعية: transparent soil, shear-strength prediction, deep learning, vision transformer, direct-shear tests, Building construction, TH1-9745

Relation: https://www.mdpi.com/2075-5309/14/4/959; https://doaj.org/toc/2075-5309; https://doaj.org/article/af2417ad7b6a4cdd986d4e22324c7d7f

الاتاحة: https://doi.org/10.3390/buildings14040959
https://doaj.org/article/af2417ad7b6a4cdd986d4e22324c7d7f

المؤلفون: Shicheng Wang, Xuxu Yang, Lichao Li, Panpan Sun, Lei Yang, Fuwei Li

المصدر: International Journal of Mining Science and Technology, Vol 33, Iss 2, Pp 233-242 (2023)

مصطلحات موضوعية: Direct shear tests, Hydraulic pressure, Rock bridge, Failure mechanism, Hydraulic pressure lag, Rock joints, Mining engineering. Metallurgy, TN1-997

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S2095268622001471; https://doaj.org/toc/2095-2686

URL الوصول: https://doaj.org/article/526a69ee64054e46a0677423202eafb5

المؤلفون: Akram Deiminiat, Li Li

المصدر: CivilEng, Vol 3, Iss 1, Pp 35-50 (2022)

مصطلحات موضوعية: direct shear tests, scaling down technique, shear strength, maximum particle size, scalping technique, parallel technique, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2673-4109/3/1/3; https://doaj.org/toc/2673-4109

URL الوصول: https://doaj.org/article/c14a2585a9294c838dd12833b34f3900

المؤلفون: Akram Deiminiat, Li Li, Feitao Zeng

المصدر: CivilEng, Vol 3, Iss 1, Pp 66-84 (2022)

مصطلحات موضوعية: shear strength, direct shear tests, friction angle, specimen size effect, minimum required specimen sizes, ASTM D3080/D3080M-11, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2673-4109/3/1/5; https://doaj.org/toc/2673-4109

URL الوصول: https://doaj.org/article/ce6148ba939b43028c5ffa9ffcc45cfd

المؤلفون: Xipeng Lai, Wei Yuan, Wei Wang, Ruifeng Sun, Pengzhao Du, Hang Lin, Xiaodong Fu, Qinghe Niu, Chao Yin

المصدر: Buildings, Vol 13, Iss 2556, p 2556 (2023)

مصطلحات موضوعية: JRC, shear strength, three-dimensional reverse reconstruction technology, direct shear tests, numerical simulations, Building construction, TH1-9745

Relation: https://www.mdpi.com/2075-5309/13/10/2556; https://doaj.org/toc/2075-5309; https://doaj.org/article/9515a6cf704b4a58a99d971e4655d10e

الاتاحة: https://doi.org/10.3390/buildings13102556
https://doaj.org/article/9515a6cf704b4a58a99d971e4655d10e

المؤلفون: Xinli Cao, Huamei Mo, Guolong Zhang, Qingwen Zhang, Feng Fan

المصدر: Frontiers in Earth Science, Vol 10 (2022)

مصطلحات موضوعية: roof snow sliding, interface shear strength, direct shear tests, roofing materials, quantitative relationship, Science

وصف الملف: electronic resource

Relation: https://www.frontiersin.org/articles/10.3389/feart.2022.862134/full; https://doaj.org/toc/2296-6463

URL الوصول: https://doaj.org/article/5cdebef2e0074950b5e06a547fa28571

المؤلفون: Mohamed, Benjelloun, Rachid, Bouferra, Hassan, Ibouh, Jamin, Frédéric

المساهمون: Université Cadi Ayyad Marrakech (UCA), Structures Innovantes, Géomatériaux, ECOconstruction (SIGECO), Laboratoire de Mécanique et Génie Civil (LMGC), Centre National de la Recherche Scientifique (CNRS)-Université de Montpellier (UM)-Centre National de la Recherche Scientifique (CNRS)-Université de Montpellier (UM)

المصدر: ISSN: 0974-5823 ; International Journal of Mechanical Engineering ; https://hal.science/hal-03763430 ; International Journal of Mechanical Engineering, 2022, 7 (2.

مصطلحات موضوعية: shear strength behaviour, sand-rubber mixtures, Direct shear tests, [SPI.GCIV]Engineering Sciences [physics]/Civil Engineering, [SPI.GCIV.GEOTECH]Engineering Sciences [physics]/Civil Engineering/Géotechnique

الاتاحة: https://hal.science/hal-03763430
https://hal.science/hal-03763430v1/document
https://hal.science/hal-03763430v1/file/Jamin_al_IJME_2022.pdf

المؤلفون: Xuegui Zheng, Xinyu Lu, Min Zhou, Wei Huang, Zhitao Zhong, Xuheng Wu, Baoyun Zhao

المصدر: Materials; Volume 15; Issue 10; Pages: 3586

مصطلحات موضوعية: microbial reinforcement, root–soil composite, direct shear tests

وصف الملف: application/pdf

Relation: Materials Chemistry; https://dx.doi.org/10.3390/ma15103586

الاتاحة: https://doi.org/10.3390/ma15103586

المؤلفون: Mohamed A. Meguid, Muhammad Imran Khan

المصدر: International Journal of Geo-Engineering, Vol 10, Iss 1, Pp 1-18 (2019)

مصطلحات موضوعية: EPS geofoam, Direct shear tests, Friction angle, Adhesion, Interface shear strength, Hydraulic engineering, TC1-978

وصف الملف: electronic resource

Relation: http://link.springer.com/article/10.1186/s40703-019-0103-9; https://doaj.org/toc/2092-9196; https://doaj.org/toc/2198-2783

URL الوصول: https://doaj.org/article/3529c12027f8494baa705981a7e48ded

المؤلفون: Fernanda Bessa Ferreira, Paulo M. Pereira, Castorina Silva Vieira, Maria de Lurdes Lopes

المصدر: Materials; Volume 14; Issue 11; Pages: 3070

مصطلحات موضوعية: recycled construction and demolition materials, geosynthetics, high-strength geotextile, direct shear tests, long-term interface response, stress relaxation, geosynthetic-reinforced structures

وصف الملف: application/pdf

Relation: Construction and Building Materials; https://dx.doi.org/10.3390/ma14113070

الاتاحة: https://doi.org/10.3390/ma14113070

المساهمون: Eun, Jongwan, Kim, Seunghee, Song, Chung R., Zhu, Jinying, Robertson, Daniel, Alhowaidi, Yusuf, Van, Hung, Ibdah, Laith, Owusu, Kenaz, University of Nebraska. Mid-America Transportation Center, United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology, United States. Department of Transportation. University Transportation Centers (UTC) Program, University of Nebraska

المصدر: 69A3551747107

مصطلحات موضوعية: Geosynthetics, Subgrade (Pavements), Numerical control, Pull out test, Direct shear tests, Cone penetrometers, Wheels, Reinforced concrete pavements, numerical modeling, pullout test, direct shear test, dynamic cone penetrometer test, large-scale, tracking wheel

جغرافية الموضوع: United States

وصف الملف: PDF

Relation: Final Report; University Transportation Centers Program; https://rosap.ntl.bts.gov/view/dot/77832

الاتاحة: https://rosap.ntl.bts.gov/view/dot/77832

المؤلفون: Dequan Kong, Hailong Li, Songda Zhang, Feijie Qu, Rong Wan, Zhengchao Han, Shuai Li, Muhammad Usama Ahmad Khan

مصطلحات موضوعية: Biophysics, Medicine, Ecology, Science Policy, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, 89 %, 7 %, respectively, 3 %, direct shear tests, compaction load applied, original overconsolidated soil, remolded overconsolidated soil, overconsolidated remolded loess, current research studies, overconsolidated undisturbed loess, affect soil strength, soil strength caused, two important factors, strength increase caused, loess , remolded loess, undisturbed loess, soil strength, 9 %, 5 %, compression tests

Time: 72, 40

Relation: https://figshare.com/articles/figure/Scanning_electron_microscopy_images_of_undisturbed_soil_in_various_states_magnified_by_2000_times_/25402509

الاتاحة: https://doi.org/10.1371/journal.pone.0298653.g005

المؤلفون: Dequan Kong, Hailong Li, Songda Zhang, Feijie Qu, Rong Wan, Zhengchao Han, Shuai Li, Muhammad Usama Ahmad Khan

مصطلحات موضوعية: Biophysics, Medicine, Ecology, Science Policy, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, 89 %, 7 %, respectively, 3 %, direct shear tests, compaction load applied, original overconsolidated soil, remolded overconsolidated soil, overconsolidated remolded loess, current research studies, overconsolidated undisturbed loess, affect soil strength, soil strength caused, two important factors, strength increase caused, loess , remolded loess, undisturbed loess, soil strength, 9 %, 5 %, compression tests

Time: 72, 40

Relation: https://figshare.com/articles/figure/The_compression-rebound_and_compression-rebound-compression_test_curves_of_undisturbed_soil_/25402497

الاتاحة: https://doi.org/10.1371/journal.pone.0298653.g001

المؤلفون: Dequan Kong, Hailong Li, Songda Zhang, Feijie Qu, Rong Wan, Zhengchao Han, Shuai Li, Muhammad Usama Ahmad Khan

مصطلحات موضوعية: Biophysics, Medicine, Ecology, Science Policy, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, 89 %, 7 %, respectively, 3 %, direct shear tests, compaction load applied, original overconsolidated soil, remolded overconsolidated soil, overconsolidated remolded loess, current research studies, overconsolidated undisturbed loess, affect soil strength, soil strength caused, two important factors, strength increase caused, loess , remolded loess, undisturbed loess, soil strength, 9 %, 5 %, compression tests

Time: 72, 40

Relation: https://figshare.com/articles/figure/The_compression-rebound-recompression_test_curves_of_undisturbed_and_remolded_soil_/25402506

الاتاحة: https://doi.org/10.1371/journal.pone.0298653.g004

المؤلفون: Dequan Kong, Hailong Li, Songda Zhang, Feijie Qu, Rong Wan, Zhengchao Han, Shuai Li, Muhammad Usama Ahmad Khan

مصطلحات موضوعية: Biophysics, Medicine, Ecology, Science Policy, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, 89 %, 7 %, respectively, 3 %, direct shear tests, compaction load applied, original overconsolidated soil, remolded overconsolidated soil, overconsolidated remolded loess, current research studies, overconsolidated undisturbed loess, affect soil strength, soil strength caused, two important factors, strength increase caused, loess , remolded loess, undisturbed loess, soil strength, 9 %, 5 %, compression tests

Time: 72, 40

Relation: https://figshare.com/articles/figure/The_compression-rebound_and_compression-rebound-compression_test_curves_of_remolded_soil_/25402500

الاتاحة: https://doi.org/10.1371/journal.pone.0298653.g002

المؤلفون: Dequan Kong, Hailong Li, Songda Zhang, Feijie Qu, Rong Wan, Zhengchao Han, Shuai Li, Muhammad Usama Ahmad Khan

مصطلحات موضوعية: Biophysics, Medicine, Ecology, Science Policy, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, 89 %, 7 %, respectively, 3 %, direct shear tests, compaction load applied, original overconsolidated soil, remolded overconsolidated soil, overconsolidated remolded loess, current research studies, overconsolidated undisturbed loess, affect soil strength, soil strength caused, two important factors, strength increase caused, loess , remolded loess, undisturbed loess, soil strength, 9 %, 5 %, compression tests

Time: 72, 40

Relation: https://figshare.com/articles/figure/The_calculated_and_experimental_values_of_i_k_i_sub_i_1_i_sub_i_k_i_sub_i_2_i_sub_and_i_k_i_sub_i_3_i_sub_/25402521

الاتاحة: https://doi.org/10.1371/journal.pone.0298653.g009

المؤلفون: Dequan Kong, Hailong Li, Songda Zhang, Feijie Qu, Rong Wan, Zhengchao Han, Shuai Li, Muhammad Usama Ahmad Khan

مصطلحات موضوعية: Biophysics, Medicine, Ecology, Science Policy, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, 89 %, 7 %, respectively, 3 %, direct shear tests, compaction load applied, original overconsolidated soil, remolded overconsolidated soil, overconsolidated remolded loess, current research studies, overconsolidated undisturbed loess, affect soil strength, soil strength caused, two important factors, strength increase caused, loess , remolded loess, undisturbed loess, soil strength, 9 %, 5 %, compression tests

Time: 72, 40

Relation: https://figshare.com/articles/figure/Shear_stress_ratio_curves_/25402518

الاتاحة: https://doi.org/10.1371/journal.pone.0298653.g008

المؤلفون: Dequan Kong, Hailong Li, Songda Zhang, Feijie Qu, Rong Wan, Zhengchao Han, Shuai Li, Muhammad Usama Ahmad Khan

مصطلحات موضوعية: Biophysics, Medicine, Ecology, Science Policy, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, 89 %, 7 %, respectively, 3 %, direct shear tests, compaction load applied, original overconsolidated soil, remolded overconsolidated soil, overconsolidated remolded loess, current research studies, overconsolidated undisturbed loess, affect soil strength, soil strength caused, two important factors, strength increase caused, loess , remolded loess, undisturbed loess, soil strength, 9 %, 5 %, compression tests

Time: 72, 40

Relation: https://figshare.com/articles/figure/Curves_of_various_soil_samples_in_direct_shear_tests_/25402527

الاتاحة: https://doi.org/10.1371/journal.pone.0298653.g011

المؤلفون: Dequan Kong, Hailong Li, Songda Zhang, Feijie Qu, Rong Wan, Zhengchao Han, Shuai Li, Muhammad Usama Ahmad Khan

مصطلحات موضوعية: Biophysics, Medicine, Ecology, Science Policy, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, 89 %, 7 %, respectively, 3 %, direct shear tests, compaction load applied, original overconsolidated soil, remolded overconsolidated soil, overconsolidated remolded loess, current research studies, overconsolidated undisturbed loess, affect soil strength, soil strength caused, two important factors, strength increase caused, loess , remolded loess, undisturbed loess, soil strength, 9 %, 5 %, compression tests

Time: 72, 40

Relation: https://figshare.com/articles/figure/_i_i_i_s_i_Relationship_curves_of_direct_shear_test_of_various_soil_samples_under_different_vertical_pressures_/25402512

الاتاحة: https://doi.org/10.1371/journal.pone.0298653.g006