Open Access

Development of Wetting-Drying Curves from Elastic Wave Velocities Using a Novel Triaxial Test Apparatus


Cite

Macari EJ, Hoyos LR. Mechanical Behavior of an Unsaturated Soil under Multi-Axial Stress States. Geotechnical Testing Journal (2001). https://doi.org/10.1520/GTJ11278J MacariEJ HoyosLR Mechanical Behavior of an Unsaturated Soil under Multi-Axial Stress States Geotechnical Testing Journal 2001 https://doi.org/10.1520/GTJ11278J Search in Google Scholar

Rasool AM, Kuwano J, Tachibana S. Experimental Study on the Response of Unsaturated Silt Due to Change in Drainage Conditions During the Triaxial Test Process. Geotechnical and Geological Engineering (2020). https://doi.org/10.1007/s10706-019-01125-3 RasoolAM KuwanoJ TachibanaS Experimental Study on the Response of Unsaturated Silt Due to Change in Drainage Conditions During the Triaxial Test Process Geotechnical and Geological Engineering 2020 https://doi.org/10.1007/s10706-019-01125-3 Search in Google Scholar

Rasool AM, Kuwano J. Effect of constant loading on unsaturated soil under water infiltration conditions. Geomechanics and Engineering (2020). https://doi.org/10.12989/gae.2020.20.3.221. RasoolAM KuwanoJ Effect of constant loading on unsaturated soil under water infiltration conditions Geomechanics and Engineering 2020 https://doi.org/10.12989/gae.2020.20.3.221. Search in Google Scholar

Rasool AM, Aziz M. Advanced Triaxial Tests on Partially Saturated Soils Under Unconfined Conditions. International Journal of Civil Engineering (2020). https://doi.org/10.1007/s40999-020-00530-7 RasoolAM AzizM Advanced Triaxial Tests on Partially Saturated Soils Under Unconfined Conditions International Journal of Civil Engineering 2020 https://doi.org/10.1007/s40999-020-00530-7 Search in Google Scholar

Rahardjo H, Kim Y, Satyanaga A. Role of unsaturated soil mechanics in geotechnical engineering. International Journal of Geo-Engineering (2019). https://doi.org/10.1186/s40703-019-0104-8 RahardjoH KimY SatyanagaA Role of unsaturated soil mechanics in geotechnical engineering International Journal of Geo-Engineering 2019 https://doi.org/10.1186/s40703-019-0104-8 Search in Google Scholar

Wu D, Liu H, Wang C, Xu X, Liu X, Wang Q. The Interaction Effect of Particle Composition and Matric Suction on the Shear Strength Parameters of Unsaturated Granite Residual Soil. Arab J Sci Eng (2022). https://doi.org/10.1007/s13369-021-06503-9 WuD LiuH WangC XuX LiuX WangQ The Interaction Effect of Particle Composition and Matric Suction on the Shear Strength Parameters of Unsaturated Granite Residual Soil Arab J Sci Eng 2022 https://doi.org/10.1007/s13369-021-06503-9 Search in Google Scholar

Al-Omari RR, Fattah MY, Kallawi AM. Laboratory Study on Load Carrying Capacity of Pile Group in Unsaturated Clay. Arab J Sci Eng (2019). https://doi.org/10.1007/s13369-018-3483-9 Al-OmariRR FattahMY KallawiAM Laboratory Study on Load Carrying Capacity of Pile Group in Unsaturated Clay Arab J Sci Eng 2019 https://doi.org/10.1007/s13369-018-3483-9 Search in Google Scholar

Rahardjo H, Satyanaga A, Leong EC, Ng YS. Effects of groundwater table position and soil properties on stability of slope during rainfall. Journal of Geotechnical and Geoenvironmental Engineering (2010). https://doi.org/10.1061/(ASCE)GT.1943-5606.0000385 RahardjoH SatyanagaA LeongEC NgYS Effects of groundwater table position and soil properties on stability of slope during rainfall Journal of Geotechnical and Geoenvironmental Engineering 2010 https://doi.org/10.1061/(ASCE)GT.1943-5606.0000385 Search in Google Scholar

Uchimura T, Towhata I, Wang L, Nishie S, Yamaguchi H, Seko I, et al. Precaution and early warning of surface failure of slopes using tilt sensors. Soils and Foundations (2015). https://doi.org/10.1016/j.sandf.2015.09.010 UchimuraT TowhataI WangL NishieS YamaguchiH SekoI Precaution and early warning of surface failure of slopes using tilt sensors Soils and Foundations 2015 https://doi.org/10.1016/j.sandf.2015.09.010 Search in Google Scholar

Bittelli M. Measuring soil water potential for water management in agriculture: A review. Sustainability (2010). https://doi.org/10.3390/su2051226 BittelliM Measuring soil water potential for water management in agriculture: A review Sustainability 2010 https://doi.org/10.3390/su2051226 Search in Google Scholar

Xu J, Logsdon S, Ma X, Horton R, Han W, Zhao Y. Measurement of Soil Water Content with Dielectric Dispersion Frequency. Soil Science Society of America Journal (2014). https://doi.org/10.2136/sssaj2013.10.0429 XuJ LogsdonS MaX HortonR HanW ZhaoY Measurement of Soil Water Content with Dielectric Dispersion Frequency Soil Science Society of America Journal 2014 https://doi.org/10.2136/sssaj2013.10.0429 Search in Google Scholar

Irfan M, Uchimura T. Modified triaxial apparatus for determination of elastic wave velocities during infiltration tests on unsaturated soils. KSCE Journal of Civil Engineering (2016). https://doi.org/10.1007/s12205-015-0404-2 IrfanM UchimuraT Modified triaxial apparatus for determination of elastic wave velocities during infiltration tests on unsaturated soils KSCE Journal of Civil Engineering 2016 https://doi.org/10.1007/s12205-015-0404-2 Search in Google Scholar

Irfan M, Uchimura T, Chen Y. Effects of soil deformation and saturation on elastic wave velocities in relation to prediction of rain-induced landslides. Engineering Geology (2017). https://doi.org/10.1016/j.enggeo.2017.09.024 IrfanM UchimuraT ChenY Effects of soil deformation and saturation on elastic wave velocities in relation to prediction of rain-induced landslides Engineering Geology 2017 https://doi.org/10.1016/j.enggeo.2017.09.024 Search in Google Scholar

Chen Y, Irfan M, Uchimura T, Meng Q, Dou J. Relationship between water content, shear deformation, and elastic wave velocity through unsaturated soil slope. Bulletin of Engineering Geology and the Environment (2020). https://doi.org/10.1007/s10064-020-01841-8 ChenY IrfanM UchimuraT MengQ DouJ Relationship between water content, shear deformation, and elastic wave velocity through unsaturated soil slope Bulletin of Engineering Geology and the Environment 2020 https://doi.org/10.1007/s10064-020-01841-8 Search in Google Scholar

Chen Y, Irfan M, Uchimura T, Cheng G, Nie W. Elastic wave velocity monitoring as an emerging technique for rainfall-induced landslide prediction. Landslides (2018). https://doi.org/10.1007/s10346-017-0943-3 ChenY IrfanM UchimuraT ChengG NieW Elastic wave velocity monitoring as an emerging technique for rainfall-induced landslide prediction Landslides 2018 https://doi.org/10.1007/s10346-017-0943-3 Search in Google Scholar

Fredlund DG, Fredlund MD. Application of ‘estimation procedures’ in unsaturated soil mechanics. Geosciences (Switzerland) (2020). https://doi.org/10.3390/geosciences10090364 FredlundDG FredlundMD Application of ‘estimation procedures’ in unsaturated soil mechanics Geosciences (Switzerland) 2020 https://doi.org/10.3390/geosciences10090364 Search in Google Scholar

Puppala AJ, Punthutaecha K, Vanapalli SK. Soil-Water Characteristic Curves of Stabilized Expansive Soils. Journal of Geotechnical and Geoenvironmental Engineering (2006). https://doi.org/10.1061/(ASCE)1090-0241(2006)132:6(736) PuppalaAJ PunthutaechaK VanapalliSK Soil-Water Characteristic Curves of Stabilized Expansive Soils Journal of Geotechnical and Geoenvironmental Engineering 2006 https://doi.org/10.1061/(ASCE)1090-0241(2006)132:6(736) Search in Google Scholar

Rasool AM, Kuwano J. Influence of matric suction on instability of unsaturated silty soil in unconfined conditions. International Journal of GEOMATE (2018). https://doi.org/10.21660/2018.42.7115 RasoolAM KuwanoJ Influence of matric suction on instability of unsaturated silty soil in unconfined conditions International Journal of GEOMATE 2018 https://doi.org/10.21660/2018.42.7115 Search in Google Scholar

Matlan SJ, Taha MR, Mukhlisin M. Assessment of Model Consistency for Determination of Soil–Water Characteristic Curves. Arab J Sci Eng (2016). https://doi.org/10.1007/s13369-015-1888-2 MatlanSJ TahaMR MukhlisinM Assessment of Model Consistency for Determination of Soil–Water Characteristic Curves Arab J Sci Eng 2016 https://doi.org/10.1007/s13369-015-1888-2 Search in Google Scholar

Yang H, Rahardjo H, Leong EC, Fredlund DG. Factors affecting drying and wetting soil-water characteristic curves of sandy soils. Canadian Geotechnical Journal (2004). https://doi.org/10.1139/t04-042 YangH RahardjoH LeongEC FredlundDG Factors affecting drying and wetting soil-water characteristic curves of sandy soils Canadian Geotechnical Journal 2004 https://doi.org/10.1139/t04-042 Search in Google Scholar

Pasha AY, Khoshghalb A, Khalili N. A void ratio dependent water retention curve model including hydraulic hysteresis. E3S Web of Conferences (2016). https://doi.org/10.1051/e3sconf/20160911010 PashaAY KhoshghalbA KhaliliN A void ratio dependent water retention curve model including hydraulic hysteresis E3S Web of Conferences 2016 https://doi.org/10.1051/e3sconf/20160911010 Search in Google Scholar

Zapata CE, Houston WN, Houston SL, Walsh KD. Soil-Water Characteristic Curve Variability. Advances in Unsaturated Geotechnics (2020). https://doi.org/10.1061/40510(287)7 ZapataCE HoustonWN HoustonSL WalshKD Soil-Water Characteristic Curve Variability Advances in Unsaturated Geotechnics 2020 https://doi.org/10.1061/40510(287)7 Search in Google Scholar

Gallage CPK, Uchimura T. Effects of dry density and grain size distribution on soil-water characteristic curves of sandy soils. Soils and Foundations (2010). https://doi.org/10.3208/sandf.50.161 GallageCPK UchimuraT Effects of dry density and grain size distribution on soil-water characteristic curves of sandy soils Soils and Foundations 2010 https://doi.org/10.3208/sandf.50.161 Search in Google Scholar

Zhai Q, Rahardjo H, Satyanaga A, Dai G, Zhuang Y. Framework to estimate the soil-water characteristic curve for soils with different void ratios. Bulletin of Engineering Geology and the Environment (2020). https://doi.org/10.1007/s10064-020-01825-8 ZhaiQ RahardjoH SatyanagaA DaiG ZhuangY Framework to estimate the soil-water characteristic curve for soils with different void ratios Bulletin of Engineering Geology and the Environment 2020 https://doi.org/10.1007/s10064-020-01825-8 Search in Google Scholar

Likos WJ, Lu N. Automated Humidity System for Measuring Total Suction Characteristics of Clay. Geotechnical Testing Journal (2003). https://doi.org/10.1520/GTJ11321J LikosWJ LuN Automated Humidity System for Measuring Total Suction Characteristics of Clay Geotechnical Testing Journal 2003 https://doi.org/10.1520/GTJ11321J Search in Google Scholar

Patil UD, Hoyos L, Puppala A. Characterization of Compacted Silty Sand Using a Double-Walled Triaxial Cell with Fully Automated Relative-Humidity Control. Geotechnical Testing Journal (2016). https://doi.org/10.1520/GTJ20150156 PatilUD HoyosL PuppalaA Characterization of Compacted Silty Sand Using a Double-Walled Triaxial Cell with Fully Automated Relative-Humidity Control Geotechnical Testing Journal 2016 https://doi.org/10.1520/GTJ20150156 Search in Google Scholar

Perez-Garcia N, Houston S, Houston W, Padilla J. An Oedometer-Type Pressure Plate SWCC Apparatus. Geotechnical Testing Journal (2008). https://doi.org/10.1520/GTJ100964 Perez-GarciaN HoustonS HoustonW PadillaJ An Oedometer-Type Pressure Plate SWCC Apparatus Geotechnical Testing Journal 2008 https://doi.org/10.1520/GTJ100964 Search in Google Scholar

Rahardjo H, Nong XF, Lee DT, Leong EC, Fong YK. Expedited Soil–Water Characteristic Curve Tests Using Combined Centrifuge and Chilled Mirror Techniques. Geotechnical Testing Journal (2017). https://doi.org/10.1520/GTJ20160275 RahardjoH NongXF LeeDT LeongEC FongYK Expedited Soil–Water Characteristic Curve Tests Using Combined Centrifuge and Chilled Mirror Techniques Geotechnical Testing Journal 2017 https://doi.org/10.1520/GTJ20160275 Search in Google Scholar

Lee JS, Santamarina JC. Bender Elements: Performance and Signal Interpretation. Journal of Geotechnical and Geoenvironmental Engineering (2005). https://doi.org/10.1061/(ASCE)1090-0241(2005)131:9(1063) LeeJS SantamarinaJC Bender Elements: Performance and Signal Interpretation Journal of Geotechnical and Geoenvironmental Engineering 2005 https://doi.org/10.1061/(ASCE)1090-0241(2005)131:9(1063) Search in Google Scholar

Deng JH, Dai JY, Lee JW, Lo WC. An Experimental Study on the Impact of Different-frequency Elastic Waves on Water Retention Curve. American Geophysical Union, Fall Meeting 2017, Abstract #H11G-1293 (2017) DengJH DaiJY LeeJW LoWC An Experimental Study on the Impact of Different-frequency Elastic Waves on Water Retention Curve American Geophysical Union, Fall Meeting 2017, Abstract #H11G-1293 2017 Search in Google Scholar

Kassab MA, Weller A. Study on P-wave and S-wave velocity in dry and wet sandstones of Tushka region, Egypt. Egyptian Journal of Petroleum (2015). https://doi.org/10.1016/j.ejpe.2015.02.001 KassabMA WellerA Study on P-wave and S-wave velocity in dry and wet sandstones of Tushka region, Egypt Egyptian Journal of Petroleum 2015 https://doi.org/10.1016/j.ejpe.2015.02.001 Search in Google Scholar

Taylor ODS, Cunningham AL, Walshire LA. Development of a near-surface SWRC device (NSD) for measuring suction under low stress environments. Geotechnical Testing Journal (2020). https://doi.org/10.1520/GTJ20190419 TaylorODS CunninghamAL WalshireLA Development of a near-surface SWRC device (NSD) for measuring suction under low stress environments Geotechnical Testing Journal 2020 https://doi.org/10.1520/GTJ20190419 Search in Google Scholar

Fredlund DG, Rahardjo H, Fredlund MD. Unsaturated soil mechanics in engineering practice. Hoboken, New Jersey: John Wiley & Sons, Inc; (2012). https://doi.org/10.1002/9781118280492 FredlundDG RahardjoH FredlundMD Unsaturated soil mechanics in engineering practice Hoboken, New Jersey John Wiley & Sons, Inc 2012 https://doi.org/10.1002/9781118280492 Search in Google Scholar

Oh WT, Vanapalli S. Undrained Shear Strength of Unsaturated Soils under Zero or Low Confining Pressures in the Vadose Zone. Vadose Zone Journal (2018). https://doi.org/10.2136/vzj2018.01.0024 OhWT VanapalliS Undrained Shear Strength of Unsaturated Soils under Zero or Low Confining Pressures in the Vadose Zone Vadose Zone Journal 2018 https://doi.org/10.2136/vzj2018.01.0024 Search in Google Scholar

Velea D, Shields FD, Sabatier JM. Elastic Wave Velocities in Partially Saturated Ottawa Sand. Soil Science Society of America Journal (2000). https://doi.org/10.2136/sssaj2000.6441226x VeleaD ShieldsFD SabatierJM Elastic Wave Velocities in Partially Saturated Ottawa Sand Soil Science Society of America Journal 2000 https://doi.org/10.2136/sssaj2000.6441226x Search in Google Scholar

Taylor ODS, Cunningham AL, Walker RE, McKenna MH, Martin KE, Kinnebrew PG. The behaviour of near-surface soils through ultrasonic near-surface inundation testing. Near Surface Geophysics (2019). https://doi.org/10.1002/nsg.12045 TaylorODS CunninghamAL WalkerRE McKennaMH MartinKE KinnebrewPG The behaviour of near-surface soils through ultrasonic near-surface inundation testing Near Surface Geophysics 2019 https://doi.org/10.1002/nsg.12045 Search in Google Scholar

Umu SU, Onur MI, Okur V, Tuncan M, Tuncan A. Reliability Evaluation of Dynamic Characteristics of Clean Sand Soils Based on Soft Computing Methods. Arab J Sci Eng (2016). https://doi.org/10.1007/s13369-015-1883-7 UmuSU OnurMI OkurV TuncanM TuncanA Reliability Evaluation of Dynamic Characteristics of Clean Sand Soils Based on Soft Computing Methods Arab J Sci Eng 2016 https://doi.org/10.1007/s13369-015-1883-7 Search in Google Scholar

Kumar Thota S, Duc Cao T, Vahedifard F. Poisson’s Ratio Characteristic Curve of Unsaturated Soils. Journal of Geotechnical and Geoenvironmental Engineering (2021). https://doi.org/10.1061/(ASCE)GT.1943-5606.0002424 Kumar ThotaS Duc CaoT VahedifardF Poisson’s Ratio Characteristic Curve of Unsaturated Soils Journal of Geotechnical and Geoenvironmental Engineering 2021 https://doi.org/10.1061/(ASCE)GT.1943-5606.0002424 Search in Google Scholar

Suwal LP, Kuwano R. Disk shaped piezo-ceramic transducer for P and S wave measurement in a laboratory soil specimen. Soils and Foundations (2013). https://doi.org/10.1016/j.sandf.2013.06.004 SuwalLP KuwanoR Disk shaped piezo-ceramic transducer for P and S wave measurement in a laboratory soil specimen Soils and Foundations 2013 https://doi.org/10.1016/j.sandf.2013.06.004 Search in Google Scholar

Irfan M, Uchimura T. Modified triaxial apparatus for determination of elastic wave velocities during infiltration tests on unsaturated soils. KSCE Journal of Civil Engineering (2016). https://doi.org/10.1007/s12205-015-0404-2 IrfanM UchimuraT Modified triaxial apparatus for determination of elastic wave velocities during infiltration tests on unsaturated soils KSCE Journal of Civil Engineering 2016 https://doi.org/10.1007/s12205-015-0404-2 Search in Google Scholar

Mancuso C, Vinale F. Propagazione delle onde sismiche: teoria e misura in sito. Atti del Convegno del Gruppo Nazionale di Coordinamento per gli Studi di Ingegneria Geotecnica, Monselice, Italy. pp. 115–138 [In Italian] (1988) MancusoC VinaleF Propagazione delle onde sismiche: teoria e misura in sito Atti del Convegno del Gruppo Nazionale di Coordinamento per gli Studi di Ingegneria Geotecnica Monselice, Italy 115 138 [In Italian] 1988 Search in Google Scholar

Fredlund DG, Xing A. Equations for the soil-water characteristic curve. Canadian Geotechnical Journal (1994). https://doi.org/10.1139/t94-061 FredlundDG XingA Equations for the soil-water characteristic curve Canadian Geotechnical Journal 1994 https://doi.org/10.1139/t94-061 Search in Google Scholar

Linneman DC, Strickland CE, Mangel AR. Compressional wave velocity and effective stress in unsaturated soil: Potential application for monitoring moisture conditions in vadose zone sediments. Vadose Zone Journal (2021). https://doi.org/10.1002/vzj2.20143 LinnemanDC StricklandCE MangelAR Compressional wave velocity and effective stress in unsaturated soil: Potential application for monitoring moisture conditions in vadose zone sediments Vadose Zone Journal 2021 https://doi.org/10.1002/vzj2.20143 Search in Google Scholar

Qureshi MU, Towhata I, Yamada S, Aziz M, Aoyama S. Geotechnical risk assessment of highly weathered slopes using seismic refraction technique. In: Prediction and Simulation Methods for Geohazard Mitigation (2009). https://doi.org/10.1201/NOE0415804820 QureshiMU TowhataI YamadaS AzizM AoyamaS Geotechnical risk assessment of highly weathered slopes using seismic refraction technique In: Prediction and Simulation Methods for Geohazard Mitigation 2009 https://doi.org/10.1201/NOE0415804820 Search in Google Scholar

Salem HS. Poisson’s ratio and the porosity of surface soils and shallow sediments, determined from seismic compressional and shear wave velocities. Geotechnique (2000). https://doi.org/10.1680/geot.2000.50.4.461 SalemHS Poisson’s ratio and the porosity of surface soils and shallow sediments, determined from seismic compressional and shear wave velocities Geotechnique 2000 https://doi.org/10.1680/geot.2000.50.4.461 Search in Google Scholar

Inci G, Yesiller N, Kagawa T. Experimental Investigation of Dynamic Response of Compacted Clayey Soils. Geotechnical Testing Journal (2003). https://doi.org/10.1520/GTJ11328J InciG YesillerN KagawaT Experimental Investigation of Dynamic Response of Compacted Clayey Soils Geotechnical Testing Journal 2003 https://doi.org/10.1520/GTJ11328J Search in Google Scholar

eISSN:
2083-831X
Language:
English
Publication timeframe:
4 times per year
Journal Subjects:
Geosciences, other, Materials Sciences, Composites, Porous Materials, Physics, Mechanics and Fluid Dynamics