المؤلفون: Dong Su, Weijie Chen, Xuetao Wang, Maolong Huang, Xiaochao Pang, Xiangsheng Chen

المصدر: Underground Space, Vol 7, Iss 1, Pp 106-121 (2022)

مصطلحات موضوعية: Shield tunnel, Numerical analysis, Transverse deformation, Soil loosening, Coefficient of subgrade reaction, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

وصف الملف: electronic resource

العلاقة: http://www.sciencedirect.com/science/article/pii/S2467967421000532Test; https://doaj.org/toc/2467-9674Test

الوصول الحر: https://doaj.org/article/73341dc3c37542be893d0d4dc6e19ff6Test

المؤلفون: Balabušić, Mirko, Folić, Boris, Ćorić, Slobodan

المصدر: Open Journal of Civil Engineering

مصطلحات موضوعية: Foundation Beam, Winkler’s Model, Coefficient of Subgrade Reaction Modulus k and k2, Zone r under the Force P, Soil Displacement wsi

العلاقة: 2164-3172 online; http://www.scirp.org/journal/ojceTest; https://machinery.mas.bg.ac.rs/handle/123456789/6986Test; http://machinery.mas.bg.ac.rs/bitstream/id/17587/bitstream_17587.pdfTest

الإتاحة: https://doi.org/10.4236/ojce.2019.92009Test
http://www.scirp.org/journal/ojceTest
https://machinery.mas.bg.ac.rs/handle/123456789/6986Test
http://machinery.mas.bg.ac.rs/bitstream/id/17587/bitstream_17587.pdfTest

المؤلفون: Ryo KIRITANI, Shuichi SHIMOMURA, Yasutsugu SUZUKI, Yuki DOMYO, 下村 修一, 桐谷 凌, 道明 裕毅, 鈴木 康嗣

المصدر: 日本建築学会技術報告集 / AIJ Journal of Technology and Design. 2023, 29(71):121

المؤلفون: Kanizsár Szilárd

المصدر: Slovak Journal of Civil Engineering, Vol 29, Iss 2, Pp 16-29 (2021)

مصطلحات موضوعية: combined pile raft foundation (cprf), coefficient of subgrade reaction, pile spring stiffness, cluster analysis, fem, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

العلاقة: https://doaj.org/toc/1338-3973Test

الوصول الحر: https://doaj.org/article/0daa0019ef294e1a981f9c7ede7cc22aTest

المؤلفون: Qinghua Wang, Guobin Gong, Jian Li Hao

المصدر: Applied Sciences; Volume 12; Issue 12; Pages: 5982

مصطلحات موضوعية: utility tunnel, stiffness reduction method, joint stiffness ratio, coefficient of subgrade reaction, bending moment adjustment

جغرافية الموضوع: agris

وصف الملف: application/pdf

العلاقة: Civil Engineering; https://dx.doi.org/10.3390/app12125982Test

الإتاحة: https://doi.org/10.3390/app12125982Test

المؤلفون: Der-Wen Chang, Chih-Wei Lu, Yu-Jhang Tu, Shih-Hao Cheng

المصدر: Applied Sciences, Vol 12, Iss 5484, p 5484 (2022)

مصطلحات موضوعية: raft foundation, settlement, soil reactions, coefficient of subgrade reaction, finite-element analysis, Technology, Engineering (General). Civil engineering (General), TA1-2040, Biology (General), QH301-705.5, Physics, QC1-999, Chemistry, QD1-999

العلاقة: https://www.mdpi.com/2076-3417/12/11/5484Test; https://doaj.org/toc/2076-3417Test; https://doaj.org/article/5ce31db5ce854e588cba22a633028baeTest

الإتاحة: https://doi.org/10.3390/app12115484Test
https://doaj.org/article/5ce31db5ce854e588cba22a633028baeTest

المؤلفون: Flórez Ayala, Juan Sebastián

المساهمون: Ávila Álvarez, Guillermo Eduardo

مصطلحات موضوعية: 620 - Ingeniería y operaciones afines::624 - Ingeniería civil, PILOTES (INGENIERIA CIVIL), Piling (civil engineering), MUROS DE CONTENCION, Retaining walls, Capacidad portante lateral, Pilas, Efecto de arco, Elementos finitos, Factores de seguridad, Módulos de reacción, Lateral bearing capacity, Piles, Arching effect, Finite elements, Safety factors, Coefficient of subgrade reaction

وصف الملف: 267 páginas; application/pdf

العلاقة: AASHTO. (2014). Bridge Design Specifications (LRFD). In Chemistry & (Vol. 6).; Beer, F., & Jhonston, R. (2010). MECÁNICA DE MATERIALES (McGrawHill (ed.); Quinta edi). https://doi.org/10.1007/978-94-024-1771-5_7Test; Broms, B. B. (1964). Lateral Resistance of Piles in Cohesionless Soils. Journal of the Soil Mechanics and Foundations Division, 90(3), 123–156. https://doi.org/10.1061/jsfeaq.0002132Test; Chen, G., Zou, L., Wang, Q., & Zhang, G. (2020). Pile-Spacing Calculation of Anti-Slide Pile Based on Soil Arching Effect. Advances in Civil Engineering, 2020. https://doi.org/10.1155/2020/7149379Test; De Beer, E., & Carpentier, R. (1977). Discussion of “Methods to Estimate Lateral Force Acting on Stabilizing Piles.” In Soils and Foundations (pp. 68–82).; Estudios Técnicos Y Construcciones S.A.S. (2022). DISEÑO DETALLADO SISTEMA DRENAJE PLUVIAL ÁREA AFERENTE VALLADO LA MAGDALENA, COLECTOR AVENIDA CALLE 170, RENOVACIÓN CANAL AMÉRICAS Y RECUPERACIÓN TALUD IZQUIERDO RIO TUNJUELO; Handy, R. (1987). The arch in soil arching. Journal of Geotechnical Engineering, 113(3), 269–271. https://doi.org/10.1061Test/(ASCE)0733-9410(1987)113:3(269); Hansen, J. B. (1961). The Ultimate design of piles against transversal loads. Geoteknisk Institut (Danish Geotechnical Institute), 12, 16. www.geo.dk; He, Y., Hazarika, H., Yasufuku, N., Teng, J., Jiang, Z., & Han, Z. (2015). Estimation of lateral force acting on piles to stabilize landslides. Natural Hazards, 79(3), 1981–2003. https://doi.org/10.1007/s11069-015-1942-0Test; Hosseinian, S., & Seifabad, M. C. (2013). Optimization the Distance between Piles in Supporting Structure Using Soil Arching Effect. Ojceu.Ir, 3(6), 386–391.; Ito, T., & Matsui, T. (1975). Methods to estimate Lateral Force Acting on Stabilizing Pile. In Soil and Foundations (pp. 45–59).; Keawsawasvong, S., & Ukritchon, B. (2017). Undrained limiting pressure behind soil gaps in contiguous pile walls. In Computers and Geotechnics (Vol. 83, pp. 152–158). Elsevier Ltd. https://doi.org/10.1016/j.compgeo.2016.11.007Test; Midasoft. (2019). Manual de MIDAS GTS NX (No. 2019). https://www.midasoft.com/es/latinoamerica/productos/ingenieriageotecnica/midasgtsnxTest; Minvivienda. (2010). Norma de Sismo Resistencia NSR-10. https://minvivienda.gov.co/system/files/consultasp/decreto-modificacion-nsr-10.pdfTest; Özçelik, Ç., Aydoğdu, O., & Kılıç, H. (2012). Behavior of Laterally Loaded Piles on Slopes. October, 17–19.; Paik, K. H., & Salgado, R. (2003). Estimation of active earth pressure against rigid retaining walls considering arching effects. Geotechnique, 53(7), 643–653. https://doi.org/10.1680/geot.2003.53.7.643Test; Potts, D., & Zdravkovic, L. (2012). Computer analysis principles in geotechnical engineering. ICE Manual of Geotechnical Engineering, Volume 1 - Geotechnical Engineering Principles, Problematic Soils and Site Investigation, 35–57. https://doi.org/10.1680/moge.57074.0035Test; Tanseng, P., Haema, W., & Chaiyasook, W. (2015). Determination of failure mechanism of very soft clay behind L-pile wall with physical model tests. 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability, 374–377. https://doi.org/10.3208/jgssp.THA-04Test; Terzagui, K. (1943). Theoretical Soil Mechanics (Wiley).; Terzagui, K. (1955). Evaluation of coefficients of Subgrade Reaction. In Institution of Civ. Engrs.; UNION TEMPORAL MITIGACION TOBIA. (2021). ESTUDIOS Y DISEÑOS GEOTÉCNICOS PARA LA ESTABILIZACIÓN DE TALUDES Y CONTROL EROSIVO EN ÁREAS DE RIESGO DE LA JURISDICCIÓN CAR, SITIO 2, CENTRO POBLADO TOBIA GRANDE, TALUDES RIBEREÑOS TOBIA GRANDE, SECTOR PUENTE A QUEBRADA NEGRA, MUNICIPIOS DE MIMAIMA Y QUEBRADA NEGRA, CUNDINAMARCA.; Vesic, A. . (1961). Bending of Beams Resting on Isotropic Elastic Solids”.; Winkler. (1867). Lehre von Elasticitaet und Festigkeit.; Wood, D. M. (2017). Geotechnical modelling. In Geotechnical Modelling (Issue April). https://doi.org/10.1201/9781315273556Test; INVIAS. (2014). Norma Colombiana de Diseño de Puentes CCP14. In Norma técnica (Vol. 1). https://www.invias.gov.coTest/; https://repositorio.unal.edu.co/handle/unal/85723Test; Universidad Nacional de Colombia; Repositorio Institucional Universidad Nacional de Colombia; https://repositorio.unal.edu.coTest/

الإتاحة: https://doi.org/10.1061/jsfeaq.0002132Test
https://doi.org/10.1061Test/(ASCE)0733-9410(1987)113:3(269
https://doi.org/10.1201/9781315273556Test
https://repositorio.unal.edu.co/handle/unal/85723Test
https://repositorio.unal.edu.coTest/

المؤلفون: Shuichi SHIMOMURA, Yasutsugu SUZUKI, 下村 修一, 鈴木 康嗣

المصدر: 日本建築学会技術報告集 / AIJ Journal of Technology and Design. 2022, 28(69):621

المؤلفون: Atsushi MOHRI, Jo MEI, Kentarou ICHINOSE, Shin OIKAWA, Shohei NODA, Shunsuke MORIYASU, Yoshiaki KIKUCHI, Yuka SAKODA, ジョ メイ, 一瀬 健太郎, 及川 森, 森安 俊介, 毛利 惇士, 菊池 喜昭, 迫田 由華, 野田 翔兵

المصدر: 土木学会論文集B3（海洋開発） / Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering). 2022, 78(2)553

المؤلفون: Weijie Chen, Pang Xiaochao, Huang Maolong, Dong Su, Chen Xiangsheng, Xuetao Wang

المصدر: Underground Space, Vol 7, Iss 1, Pp 106-121 (2022)

مصطلحات موضوعية: Materials science, Transverse deformation, Finite element software, Shield tunnel, Building and Construction, Coefficient of subgrade reaction, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, Deformation (meteorology), Force balance, Geotechnical Engineering and Engineering Geology, Equivalent stiffness, Shield, Bending moment, Model test, TA703-712, Transverse shear deformation, Geotechnical engineering, Civil and Structural Engineering, Numerical analysis, Soil loosening

الوصول الحر: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::17e7386e318a1618f1b047db75cfdca6Test
http://www.sciencedirect.com/science/article/pii/S2467967421000532Test