Deformation characteristics and stress responses of cement-treated expansive clay under confined one-dimensional swelling
This study presents an investigation of the effects of cement addition to expansive clay on its deformation characteristics and stress responses during swelling. The effects were evaluated by focusing on the unconfined compressive strength, swelling-shrinkage strains under various conditions, and th...
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| Published in | Applied Clay Science Vol. 146; pp. 316 - 324 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English Japanese |
| Published |
Elsevier B.V
15.09.2017
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
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| Abstract | This study presents an investigation of the effects of cement addition to expansive clay on its deformation characteristics and stress responses during swelling. The effects were evaluated by focusing on the unconfined compressive strength, swelling-shrinkage strains under various conditions, and the lateral coefficient of earth pressure during one-dimensional deformation for artificial mixtures of two different clays at three different ratios. The clays used in this study were a Na-montmorillonite bentonite and a non-expansive Bangkok clay, mixed at different proportions to simulate naturally encountered expansive clays with different degrees of swelling potential. The experimental programme involved unconfined compression, areal shrinkage strain by unconfined drying, vertical free swelling strain, and confined swelling pressure tests. The experimental results show that the cement addition led to marked decreases in the areal shrinkage strain and vertical free swelling strain in addition to the obvious improvement of strength and stiffness of soils. The confined swelling pressure test results indicated that the cement had a greater effect in reducing vertical swelling pressure than the lateral swelling pressure of the soils during one-dimensional swelling. The measured lateral coefficient of earth pressure and stress paths of untreated and cement-treated soils and their engineering implications are discussed.
•Bentonite and natural clay mixtures were used to simulate expansive clay.•Shrinkage and swelling characteristics of expansive clay were investigated.•Stress response under 1D confined was observed using a modified oedometer.•Effect of cement treatment on deformation characteristic was investigated. |
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| AbstractList | This study presents an investigation of the effects of cement addition to expansive clay on its deformation characteristics and stress responses during swelling. The effects were evaluated by focusing on the unconfined compressive strength, swelling-shrinkage strains under various conditions, and the lateral coefficient of earth pressure during one-dimensional deformation for artificial mixtures of two different clays at three different ratios. The clays used in this study were a Na-montmorillonite bentonite and a non-expansive Bangkok clay, mixed at different proportions to simulate naturally encountered expansive clays with different degrees of swelling potential. The experimental programme involved unconfined compression, areal shrinkage strain by unconfined drying, vertical free swelling strain, and confined swelling pressure tests. The experimental results show that the cement addition led to marked decreases in the areal shrinkage strain and vertical free swelling strain in addition to the obvious improvement of strength and stiffness of soils. The confined swelling pressure test results indicated that the cement had a greater effect in reducing vertical swelling pressure than the lateral swelling pressure of the soils during one-dimensional swelling. The measured lateral coefficient of earth pressure and stress paths of untreated and cement-treated soils and their engineering implications are discussed.
•Bentonite and natural clay mixtures were used to simulate expansive clay.•Shrinkage and swelling characteristics of expansive clay were investigated.•Stress response under 1D confined was observed using a modified oedometer.•Effect of cement treatment on deformation characteristic was investigated. |
| Author | Por, Sopheap Nishimura, Satoshi Likitlersuang, Suched |
| Author_xml | – sequence: 1 givenname: Sopheap surname: Por fullname: Por, Sopheap organization: Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, Thailand – sequence: 2 givenname: Satoshi surname: Nishimura fullname: Nishimura, Satoshi email: nishimura@eng.hokudai.ac.jp organization: Faculty of Engineering, Hokkaido University, Japan – sequence: 3 givenname: Suched orcidid: 0000-0001-8289-3647 surname: Likitlersuang fullname: Likitlersuang, Suched email: fceslk@eng.chula.ac.th organization: Geotechnical Research Unit, Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, Thailand |
| BackLink | https://cir.nii.ac.jp/crid/1873679868009511680$$DView record in CiNii |
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| Cites_doi | 10.1016/0169-1317(94)00032-L 10.1016/j.enggeo.2008.10.008 10.1016/j.clay.2003.09.006 10.1016/j.buildenv.2004.08.028 10.1016/j.enggeo.2013.07.001 10.1016/j.enggeo.2015.04.018 10.1016/j.enggeo.2010.04.009 10.1061/(ASCE)0733-9410(1989)115:10(1481) 10.1680/grim.2006.10.1.1 10.1016/S0013-7952(02)00248-X 10.1016/j.enggeo.2011.10.003 10.1016/j.measurement.2013.12.042 10.1016/j.clay.2011.02.014 10.1016/j.anucene.2015.02.019 10.3208/sandf.39.2_83 10.1016/j.conbuildmat.2004.03.011 10.1016/j.sandf.2012.07.009 10.1016/j.enggeo.2012.05.004 10.1016/j.geotexmem.2014.11.002 10.1016/j.clay.2008.12.006 |
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| Keywords | Lateral coefficient of earth pressure Cement-treated soil Expansive clay One-dimensional compression Swelling pressure |
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| References | ASTM (bb0035) 2000 Nelson, Miller (bb0115) 1992 Por, Likitlersuang, Nishimura (bb0120) 2015; 46 ASTM (bb0040) 2000 Katti, Katti, Katti (bb0085) 2002 Sun, Cui, Sun (bb0150) 2009; 43 Komine (bb0095) 2010; 114 Deng, Yue, Liu, Chen, Zhang (bb0065) 2015; 193 Surarak, Likitlersuang, Wanatowski, Balasubramaniam, Oh, Guan (bb0155) 2012; 52 Mohamed, Yehia, Taha, El, Abd (bb0105) 2013; 42 Al-Rawas, Hago, Al-Sarmi (bb0015) 2005; 40 ASTM (bb0045) 2010 Radhakrishnan, Kumar, Raju (bb0135) 2014; 3 Komine (bb0090) 2004; 26 Horpibulsuk, Yangsukkaseam, Chinkulkijniwat, YJ (bb0080) 2011; 52 Åhnberg (bb0005) 2006; 10 Raftari, Safuan, Rashid, Kassim, Moayedi (bb0140) 2014; 50 Al-Shamrani, Dhowian (bb0020) 2003; 69 Fredlund (bb0075) 1969 Wang, Tang, Cui, Delage, Gatmiri (bb0170) 2012; 124 Åhnberg, Holmén (bb0010) 2008 Ferber, Auriol, Cui, Magnan (bb0070) 2009; 104 Puppala, Intharasombat, Qasim (bb0125) 2004 Wang, Liu, Zhou (bb0165) 2015; 43 Andy (bb0025) 1989; 115 Rao, Ravi (bb0145) 2015; 80 Basma, Al-Homoud, Husein (bb0055) 1995; 9 Nalbantoğlu (bb0110) 2004; 18 AUSTROADS (bb0050) 2004 Cui, Zhang, Zhang (bb0060) 2012; 141–142 Puppala, Manosuthikij, Chittoori (bb0130) 2013; 164 Komine, Ogata (bb0100) 1999; 39 Tian, Xu, Zhou, Zhao, Hu (bb0160) 2009; 19 Åhnberg (10.1016/j.clay.2017.06.022_bb0005) 2006; 10 ASTM (10.1016/j.clay.2017.06.022_bb0035) 2000 ASTM (10.1016/j.clay.2017.06.022_bb0040) 2000 Komine (10.1016/j.clay.2017.06.022_bb0090) 2004; 26 Raftari (10.1016/j.clay.2017.06.022_bb0140) 2014; 50 Fredlund (10.1016/j.clay.2017.06.022_bb0075) 1969 Komine (10.1016/j.clay.2017.06.022_bb0100) 1999; 39 Surarak (10.1016/j.clay.2017.06.022_bb0155) 2012; 52 Horpibulsuk (10.1016/j.clay.2017.06.022_bb0080) 2011; 52 AUSTROADS (10.1016/j.clay.2017.06.022_bb0050) 2004 Tian (10.1016/j.clay.2017.06.022_bb0160) 2009; 19 Al-Rawas (10.1016/j.clay.2017.06.022_bb0015) 2005; 40 Deng (10.1016/j.clay.2017.06.022_bb0065) 2015; 193 Åhnberg (10.1016/j.clay.2017.06.022_bb0010) 2008 Basma (10.1016/j.clay.2017.06.022_bb0055) 1995; 9 Radhakrishnan (10.1016/j.clay.2017.06.022_bb0135) 2014; 3 Ferber (10.1016/j.clay.2017.06.022_bb0070) 2009; 104 Wang (10.1016/j.clay.2017.06.022_bb0165) 2015; 43 ASTM (10.1016/j.clay.2017.06.022_bb0045) 2010 Nalbantoğlu (10.1016/j.clay.2017.06.022_bb0110) 2004; 18 Por (10.1016/j.clay.2017.06.022_bb0120) 2015; 46 Wang (10.1016/j.clay.2017.06.022_bb0170) 2012; 124 Sun (10.1016/j.clay.2017.06.022_bb0150) 2009; 43 Katti (10.1016/j.clay.2017.06.022_bb0085) 2002 Nelson (10.1016/j.clay.2017.06.022_bb0115) 1992 Puppala (10.1016/j.clay.2017.06.022_bb0125) 2004 Komine (10.1016/j.clay.2017.06.022_bb0095) 2010; 114 Puppala (10.1016/j.clay.2017.06.022_bb0130) 2013; 164 Andy (10.1016/j.clay.2017.06.022_bb0025) 1989; 115 Cui (10.1016/j.clay.2017.06.022_bb0060) 2012; 141–142 Mohamed (10.1016/j.clay.2017.06.022_bb0105) 2013; 42 Rao (10.1016/j.clay.2017.06.022_bb0145) 2015; 80 Al-Shamrani (10.1016/j.clay.2017.06.022_bb0020) 2003; 69 |
| References_xml | – volume: 141–142 start-page: 65 year: 2012 end-page: 73 ident: bb0060 article-title: Swelling characteristics of compacted GMZ bentonite-sand mixture as a buffer/backfill material in China publication-title: Eng. Geol. – volume: 193 start-page: 146 year: 2015 end-page: 152 ident: bb0065 article-title: Hydraulic conductivity of cement-stabilised marine clay with metakaolin and its correlation with pore size distribution publication-title: Eng. Geol. – volume: 80 start-page: 303 year: 2015 end-page: 311 ident: bb0145 article-title: Influence of initial degree of saturation on swell pressure of compacted Barmer bentonite specimens publication-title: Ann. Nucl. Energy – volume: 50 start-page: 222 year: 2014 end-page: 228 ident: bb0140 article-title: Evaluation of kaolin slurry properties treated with cement publication-title: Measurement – start-page: 13 year: 1992 ident: bb0115 article-title: Expansive Soils: Problem and Practice in Foundation and Pavement Engineering – volume: 52 start-page: 682 year: 2012 end-page: 697 ident: bb0155 article-title: Stiffness and strength parameters for hardening soil model of soft and stiff Bangkok clays publication-title: Soils Found. – volume: 115 start-page: 1481 year: 1989 end-page: 1486 ident: bb0025 article-title: Laboratory evaluation of lateral swelling pressure publication-title: J. Geotech. Eng. – start-page: 1 year: 2002 ident: bb0085 article-title: Behaviour of Saturated Expansive Soil and Control Methods – volume: 43 start-page: 89 year: 2015 end-page: 96 ident: bb0165 article-title: Experimental study on the inclusion of soil bags in retaining walls constructed in expansive soils publication-title: Geotext. Geomembr. – year: 2010 ident: bb0045 article-title: D2478: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) ASTM International – volume: 124 start-page: 59 year: 2012 end-page: 66 ident: bb0170 article-title: Experimental study on the swelling behaviour of bentonite/claystone mixture publication-title: Eng. Geol. – volume: 10 start-page: 1 year: 2006 end-page: 13 ident: bb0005 article-title: Consolidation stress effect on the strength of stabilised Swedish soils publication-title: Proc. ICE-Ground Improv. – year: 2004 ident: bb0125 article-title: The effects of using compost as a preventive measure to mitigate shoulder cracking: laboratory and field studies publication-title: Technical Report 0-4573-2 – volume: 40 start-page: 681 year: 2005 end-page: 687 ident: bb0015 article-title: Effect of lime, cement and Sarooj (Artificial Pozzolan) on the swelling potential of an expansive soil from Oman publication-title: Build. Environ. – start-page: 291 year: 2008 end-page: 297 ident: bb0010 article-title: Laboratory determination of small-strain moduli in stabilized soils publication-title: Proceedings of the 4th International Symposium on Deformation Characteristics of Geomaterials, Atlanta – volume: 26 start-page: 13 year: 2004 end-page: 19 ident: bb0090 article-title: Simplified evaluation on hydraulic conductivities of sand-bentonite mixture Backfill publication-title: Appl. Clay Sci. – volume: 69 start-page: 63 year: 2003 end-page: 81 ident: bb0020 article-title: Experimental study of lateral restraint effects on the potential heave of expansive soils publication-title: Eng. Geol. – volume: 9 start-page: 355 year: 1995 end-page: 368 ident: bb0055 article-title: Laboratory assessment of swelling pressure of expansive soils publication-title: Appl. Clay Sci. – year: 2000 ident: bb0040 article-title: D2166: Standard Test Method for Unconfined Compressive Strength of Cohesive Soils – volume: 52 start-page: 150 year: 2011 end-page: 159 ident: bb0080 article-title: Compressibility and permeability of Bangkok clay compared with kaolinite and bentonite publication-title: Appl. Clay Sci. – volume: 39 start-page: 83 year: 1999 end-page: 97 ident: bb0100 article-title: Experimental study on swelling characteristics of sand-bentonite mixture for nuclear waste disposal publication-title: Soils Found. – volume: 42 start-page: 84 year: 2013 end-page: 92 ident: bb0105 article-title: Experimental study on the effect of lateral swelling pressure of expansive soil on retaining structure publication-title: J. Eng. Sci. – year: 2000 ident: bb0035 article-title: D1557: Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)) – volume: 46 start-page: 117 year: 2015 end-page: 127 ident: bb0120 article-title: Investigation of shrinkage and swelling behaviour of expansive/non-expansive clay mixtures publication-title: Geotech. Eng. J. SEAGS & AGSSEA – volume: 43 start-page: 485 year: 2009 end-page: 492 ident: bb0150 article-title: Swelling of compacted sand-bentonite mixtures publication-title: Appl. Clay Sci. – volume: 19 start-page: 252 year: 2009 end-page: 255 ident: bb0160 article-title: Coefficient of earth pressure at rest in thick and deep soils publication-title: Min. Sci. Technol. – volume: 104 start-page: 200 year: 2009 end-page: 210 ident: bb0070 article-title: On the swelling potential of compacted high plasticity clays publication-title: Eng. Geol. – volume: 114 start-page: 123 year: 2010 end-page: 134 ident: bb0095 article-title: Predicting hydraulic conductivity of sand-bentonite mixture backfill before and after swelling deformation for underground disposal of radioactive wastes publication-title: Eng. Geol. – volume: 3 start-page: 245 year: 2014 end-page: 250 ident: bb0135 article-title: Swelling properties of expansive soils treated with chemicals and flyash publication-title: Am. J. Eng. Res. – volume: 164 start-page: 187 year: 2013 end-page: 194 ident: bb0130 article-title: Swell and shrinkage characterisations of unsaturated expansive clays from Texas publication-title: Eng. Geol. – year: 2004 ident: bb0050 article-title: New Zealand Supplement to the Document, Pavement Design – A Guide to the Structural Design of Road Pavements. CAPTIF Manager/Roading Engineer, National Office, February 2007 Transit New Zeland – start-page: 435 year: 1969 end-page: 456 ident: bb0075 article-title: Consolidometer test procedural factors affecting swell properties publication-title: The Proceedings, 2nd International Conference on Expansive Clay Soils – volume: 18 start-page: 377 year: 2004 end-page: 381 ident: bb0110 article-title: Effectiveness of class C fly ash as an expansive soil stabiliser publication-title: Constr. Build. Mater. – volume: 9 start-page: 355 year: 1995 ident: 10.1016/j.clay.2017.06.022_bb0055 article-title: Laboratory assessment of swelling pressure of expansive soils publication-title: Appl. Clay Sci. doi: 10.1016/0169-1317(94)00032-L – volume: 104 start-page: 200 year: 2009 ident: 10.1016/j.clay.2017.06.022_bb0070 article-title: On the swelling potential of compacted high plasticity clays publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2008.10.008 – volume: 26 start-page: 13 issue: 2004 year: 2004 ident: 10.1016/j.clay.2017.06.022_bb0090 article-title: Simplified evaluation on hydraulic conductivities of sand-bentonite mixture Backfill publication-title: Appl. Clay Sci. doi: 10.1016/j.clay.2003.09.006 – volume: 40 start-page: 681 year: 2005 ident: 10.1016/j.clay.2017.06.022_bb0015 article-title: Effect of lime, cement and Sarooj (Artificial Pozzolan) on the swelling potential of an expansive soil from Oman publication-title: Build. Environ. doi: 10.1016/j.buildenv.2004.08.028 – volume: 46 start-page: 117 issue: 1 year: 2015 ident: 10.1016/j.clay.2017.06.022_bb0120 article-title: Investigation of shrinkage and swelling behaviour of expansive/non-expansive clay mixtures publication-title: Geotech. Eng. J. SEAGS & AGSSEA – volume: 164 start-page: 187 year: 2013 ident: 10.1016/j.clay.2017.06.022_bb0130 article-title: Swell and shrinkage characterisations of unsaturated expansive clays from Texas publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2013.07.001 – volume: 193 start-page: 146 year: 2015 ident: 10.1016/j.clay.2017.06.022_bb0065 article-title: Hydraulic conductivity of cement-stabilised marine clay with metakaolin and its correlation with pore size distribution publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2015.04.018 – volume: 114 start-page: 123 year: 2010 ident: 10.1016/j.clay.2017.06.022_bb0095 article-title: Predicting hydraulic conductivity of sand-bentonite mixture backfill before and after swelling deformation for underground disposal of radioactive wastes publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2010.04.009 – year: 2010 ident: 10.1016/j.clay.2017.06.022_bb0045 – volume: 115 start-page: 1481 issue: 10 year: 1989 ident: 10.1016/j.clay.2017.06.022_bb0025 article-title: Laboratory evaluation of lateral swelling pressure publication-title: J. Geotech. Eng. doi: 10.1061/(ASCE)0733-9410(1989)115:10(1481) – volume: 10 start-page: 1 issue: 1 year: 2006 ident: 10.1016/j.clay.2017.06.022_bb0005 article-title: Consolidation stress effect on the strength of stabilised Swedish soils publication-title: Proc. ICE-Ground Improv. doi: 10.1680/grim.2006.10.1.1 – volume: 69 start-page: 63 issue: 2003 year: 2003 ident: 10.1016/j.clay.2017.06.022_bb0020 article-title: Experimental study of lateral restraint effects on the potential heave of expansive soils publication-title: Eng. Geol. doi: 10.1016/S0013-7952(02)00248-X – start-page: 1 year: 2002 ident: 10.1016/j.clay.2017.06.022_bb0085 – volume: 124 start-page: 59 year: 2012 ident: 10.1016/j.clay.2017.06.022_bb0170 article-title: Experimental study on the swelling behaviour of bentonite/claystone mixture publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2011.10.003 – volume: 50 start-page: 222 year: 2014 ident: 10.1016/j.clay.2017.06.022_bb0140 article-title: Evaluation of kaolin slurry properties treated with cement publication-title: Measurement doi: 10.1016/j.measurement.2013.12.042 – volume: 42 start-page: 84 issue: 1 year: 2013 ident: 10.1016/j.clay.2017.06.022_bb0105 article-title: Experimental study on the effect of lateral swelling pressure of expansive soil on retaining structure publication-title: J. Eng. Sci. – volume: 52 start-page: 150 issue: 1 year: 2011 ident: 10.1016/j.clay.2017.06.022_bb0080 article-title: Compressibility and permeability of Bangkok clay compared with kaolinite and bentonite publication-title: Appl. Clay Sci. doi: 10.1016/j.clay.2011.02.014 – year: 2004 ident: 10.1016/j.clay.2017.06.022_bb0050 – volume: 3 start-page: 245 issue: 4 year: 2014 ident: 10.1016/j.clay.2017.06.022_bb0135 article-title: Swelling properties of expansive soils treated with chemicals and flyash publication-title: Am. J. Eng. Res. – volume: 80 start-page: 303 year: 2015 ident: 10.1016/j.clay.2017.06.022_bb0145 article-title: Influence of initial degree of saturation on swell pressure of compacted Barmer bentonite specimens publication-title: Ann. Nucl. Energy doi: 10.1016/j.anucene.2015.02.019 – volume: 39 start-page: 83 issue: 2 year: 1999 ident: 10.1016/j.clay.2017.06.022_bb0100 article-title: Experimental study on swelling characteristics of sand-bentonite mixture for nuclear waste disposal publication-title: Soils Found. doi: 10.3208/sandf.39.2_83 – year: 2000 ident: 10.1016/j.clay.2017.06.022_bb0040 – start-page: 13 year: 1992 ident: 10.1016/j.clay.2017.06.022_bb0115 – start-page: 291 year: 2008 ident: 10.1016/j.clay.2017.06.022_bb0010 article-title: Laboratory determination of small-strain moduli in stabilized soils – year: 2000 ident: 10.1016/j.clay.2017.06.022_bb0035 – volume: 18 start-page: 377 issue: 2004 year: 2004 ident: 10.1016/j.clay.2017.06.022_bb0110 article-title: Effectiveness of class C fly ash as an expansive soil stabiliser publication-title: Constr. Build. Mater. doi: 10.1016/j.conbuildmat.2004.03.011 – year: 2004 ident: 10.1016/j.clay.2017.06.022_bb0125 article-title: The effects of using compost as a preventive measure to mitigate shoulder cracking: laboratory and field studies – volume: 52 start-page: 682 issue: 4 year: 2012 ident: 10.1016/j.clay.2017.06.022_bb0155 article-title: Stiffness and strength parameters for hardening soil model of soft and stiff Bangkok clays publication-title: Soils Found. doi: 10.1016/j.sandf.2012.07.009 – volume: 19 start-page: 252 year: 2009 ident: 10.1016/j.clay.2017.06.022_bb0160 article-title: Coefficient of earth pressure at rest in thick and deep soils publication-title: Min. Sci. Technol. – volume: 141–142 start-page: 65 year: 2012 ident: 10.1016/j.clay.2017.06.022_bb0060 article-title: Swelling characteristics of compacted GMZ bentonite-sand mixture as a buffer/backfill material in China publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2012.05.004 – volume: 43 start-page: 89 year: 2015 ident: 10.1016/j.clay.2017.06.022_bb0165 article-title: Experimental study on the inclusion of soil bags in retaining walls constructed in expansive soils publication-title: Geotext. Geomembr. doi: 10.1016/j.geotexmem.2014.11.002 – start-page: 435 year: 1969 ident: 10.1016/j.clay.2017.06.022_bb0075 article-title: Consolidometer test procedural factors affecting swell properties – volume: 43 start-page: 485 year: 2009 ident: 10.1016/j.clay.2017.06.022_bb0150 article-title: Swelling of compacted sand-bentonite mixtures publication-title: Appl. Clay Sci. doi: 10.1016/j.clay.2008.12.006 |
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| SubjectTerms | Cement-treated soil Expansive clay Lateral coefficient of earth pressure One-dimensional compression Swelling pressure |
| Title | Deformation characteristics and stress responses of cement-treated expansive clay under confined one-dimensional swelling |
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