المؤلفون: Li, Zhong Sen, Korkiala-Tanttu, Leena, Sołowski, Wojciech

المساهمون: Department of Civil Engineering, Aalto-yliopisto, Aalto University

مصطلحات موضوعية: Compacted soft clay, Drying path, Shrinkage deformation, Structure from Motion photogrammetry

وصف الملف: application/pdf

العلاقة: Acta Geotechnica; Volume 18, issue 10; Li , Z S , Korkiala-Tanttu , L & Sołowski , W 2023 , ' Measurement of three-dimensional shrinkage deformations and volumes of stabilised soft clay during drying with Structure from Motion photogrammetry ' , Acta Geotechnica , vol. 18 , no. 10 , pp. 5319-5339 . https://doi.org/10.1007/s11440-023-01898-1Test; PURE UUID: 64fb7ce1-1bbd-4306-89a9-49010188abc4; PURE ITEMURL: https://research.aalto.fi/en/publications/64fb7ce1-1bbd-4306-89a9-49010188abc4Test; PURE LINK: http://www.scopus.com/inward/record.url?scp=85159057658&partnerID=8YFLogxKTest; PURE FILEURL: https://research.aalto.fi/files/124115774/s11440_023_01898_1.pdfTest; https://aaltodoc.aalto.fi/handle/123456789/123906Test; URN:NBN:fi:aalto-202310116252

الإتاحة: https://doi.org/10.1007/s11440-023-01898-1Test
https://aaltodoc.aalto.fi/handle/123456789/123906Test

المؤلفون: Mánica Malcom, Miguel Ánge, Gens Solé, Antonio, Ovando-Shelley, Efrain, Jaramillo, Eduardo Botero, Vaunat, Jean

المساهمون: Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental, Universitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques

مصطلحات موضوعية: Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls, Clay soils, Plasticity–creep partition, Soft clay, Structuration, Time dependency, Viscoplasticity, Sols argilosos

وصف الملف: 16 p.; application/pdf

العلاقة: https://linkTest.springer.com/article/10.1007%2Fs11440-020-01025-4; Mánica, M. [et al.]. An effective combined framework for modelling the time-dependent behaviour of soft structured clays. "Acta geotechnica (Berlin)", Febrer 2021, vol. 16, núm. 2, p. 535-550.; http://hdl.handle.net/2117/341490Test

الإتاحة: https://doi.org/10.1007/s11440-020-01025-4Test
http://hdl.handle.net/2117/341490Test

المؤلفون: Han, J, Yin, ZY, Dano, C, Hicher, PY

المساهمون: Department of Civil and Environmental Engineering

مصطلحات موضوعية: Constitutive relation, Cyclic loading, Creep, Soft clay, Stress dilatancy, Triaxial test

العلاقة: http://hdl.handle.net/10397/102465Test; 1027; 1041; 16; 2-s2.0-85091613571; CEE-1084

الإتاحة: https://doi.org/10.1007/s11440-020-01078-5Test
http://hdl.handle.net/10397/102465Test

المؤلفون: Rabbani, P, Tolooiyan, A, Lajevardi, S, Daghigh, Y, Falah, M

مصطلحات موضوعية: soft clay, cutter soil mixing, deep stabilisation, alkali-activated slag, compressive strength, depth effect

العلاقة: Rabbani, P, Tolooiyan, A orcid:0000-0001-8072-636X , Lajevardi, S, Daghigh, Y and Falah, M 2019 , 'The effect of the depth of cutter soil mixing on the compressive behavior of soft clay treated by alkali-activated slag' , KSCE Journal of Civil Engineering, vol. 23, no. 10 , pp. 4237-4249 , doi: https://doi.org/10.1007/s12205-019-0335-4Test .

الإتاحة: https://doi.org/10.1007/s12205-019-0335-4Test
https://eprints.utas.edu.au/31921Test/

المؤلفون: Nash, David F T, Brown, Matthew A

المساهمون: Yang, Qiang, Zhang, Jian-Min, Zheng, Hong, Yao, Yangping

المصدر: Nash , D F T & Brown , M A 2012 , A comparison of four elastic visco-plastic models for soft clay . in Q Yang , J-M Zhang , H Zheng & Y Yao (eds) , Constitutive Modeling of Geomaterials: Advances and New Applications . Springer , pp. 121-124 .

مصطلحات موضوعية: Soft clay, Creep, modelling

الإتاحة: https://hdl.handle.net/1983/d477f742-180a-4c32-8ef0-8cf9be555a2eTest
https://research-information.bris.ac.uk/en/publications/d477f742-180a-4c32-8ef0-8cf9be555a2eTest

المؤلفون: Sakr, M., Shahin, Mohamed, Metwally, Y.

مصطلحات موضوعية: cementing agents, lime stabilisation, soft clay, pozzolanic, organic matters

وصف الملف: fulltext

العلاقة: http://hdl.handle.net/20.500.11937/9847Test

الإتاحة: https://doi.org/20.500.11937/9847Test
https://doi.org/10.1007/s10706-008-9215-2Test
https://hdl.handle.net/20.500.11937/9847Test

المؤلفون: Van Baars, Stefan, Bautista, Miguel, Becker, Rolf

المصدر: urn:isbn:978-3-319-09047-4 ; Engineering Geology for Society and Territory Volume 5, Vol 5, 831-835 (2014-09); IAEG XII CONGRESS Torino 2014 Engineering Geology for Society and Territory, Torino, Italy [IT], from 15-9-2014 to 19-9-2014

مصطلحات موضوعية: Soft Clay, Soil Strength, Triaxial test, Engineering, computing & technology, Civil engineering, Ingénierie, informatique & technologie, Ingénierie civile

العلاقة: https://orbilu.uni.lu/handle/10993/18063Test; info:hdl:10993/18063

الإتاحة: https://orbilu.uni.lu/handle/10993/18063Test

مصطلحات الفهرس: Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls, Clay soils, Plasticity–creep partition, Soft clay, Structuration, Time dependency, Viscoplasticity, Sols argilosos, Article

URL: http://hdl.handle.net/2117/341490Test
https://linkTest.springer.com/article/10.1007%2Fs11440-020-01025-4
https://linkTest.springer.com/article/10.1007%2Fs11440-020-01025-4

مصطلحات الفهرس: cementing agents, lime stabilisation, soft clay, pozzolanic, organic matters, Journal Article

URL: http://hdl.handle.net/20.500.11937/9847Test