Person Image

    Education

    • วศ.บ.(โยธา), มหาวิทยาลัยเกษตรศาสตร์, ไทย, 2542
    • M.Sc (Soil Mechanics and Environment Geotechnics), Imperial College London,University of London, อังกฤษ, 2544
    • Ph.D (Civil Engineering), Imperial College London,University of London, อังกฤษ, 2548

    Expertise Cloud

    bio slope engineeringclimate changeedge crackEffective strength parameterElastoplasticityembankment stabilityfree-free resonant frequency (FFR)Ground improvementlandslideLandslide monitoringlandslidesLarge simple shearLive stakelongitudinal cracklongitudinal cracksLongitudinal shoulder cracksMaintenanceMatric suctionMechanical agitation methodMeteorologicalMPS-CAENegative pore water pressureNumerical analysispavement shoulderPeak Shear StrengthPerformance evaluationpermeabilitypermeability functionPile foundationPilesplantPore pressurepore water pressurePore-water pressurePore-water pressuresPredictionPressure distributionprobabilistic analysisProtection methodsPull out holePulling outRainrainfallrainfall-induced landslideRandom fieldReconstituted sampleReinforcementrelief pileResidual Shear Strengthresidual soilsroad embankment sloperoot area ratioroot cohesionroot observerroot reinforcementRoot tensile strengthSafety factorSaturated and unsaturated soilsscale effectseepagesettlementShallow slope failureshear strengthShear strength parametersShoulder crackShrink-swell clayShrink-swell claysSilica admixtureSimple shearsite investigationSlopeSlope protectionSlope stabilitySlope Stability Analysisslope stability analysis Slope stabilizationsmall-strain shear modulusSoft Bangkok Claysoft claySoft clayssoil bioengineeringsoil erosionSoil-water characteristic curvestrengthsuctionUNSATURATED SOILSVetiverการเปลี่ยนแปลงภูมิอากาศการไหลซึมกำลังเฉือนโครงสร้างทางวิศวกรรมชีววิศวกรรมปฐพีดินถล่มดินไม่อิ่มน้ำปริมาณน้ำฝนพืชยึดดินระบบเตือนภัยวิศวกรรมปฐพีเสถียรภาพของลาดหญ้าแฝก

    Interest

    ปฐพีกลศาสตร์สำหรับดินไม่อิ่มน้ำ, วิศวกรรมลาดดิน, วิศวกรรมปฐพี

    Administrative Profile


      Resource

      • จำนวนหน่วยปฏิบัติการที่เข้าร่วม 1 หน่วย (หัวหน้าหน่วย 1 หน่วย, สมาชิก 0 หน่วย) ดังนี้คือ
      • จำนวนพื้นที่วิจัย 82.72 ตารางเมตร
      • จำนวนเครื่องมือวิจัย 0 ชิ้น
      • สถานที่ปฏิบัติงานวิจัย
        • ห้อง 10100 ชั้น สอง อาคาร 9 และ 10

      งานวิจัยในรอบ 5 ปี

      Project

      งานวิจัยที่อยู่ระหว่างการดำเนินการ
      • ทุนใน 0 โครงการ
      • ทุนนอก 1 โครงการ (หัวหน้าโครงการ 1 โครงการ)
      งานวิจัยที่เสร็จสิ้นแล้ว
      • ทุนใน 5 โครงการ (หัวหน้าโครงการ 5 โครงการ)
      • ทุนนอก 15 โครงการ (หัวหน้าโครงการ 4 โครงการ, ผู้ประสานงาน 1 โครงการ, ผู้ร่วมวิจัย 10 โครงการ)

      แนวโน้มผลงานทั้งหมดเทียบกับแนวโน้มผลงานในรอบ 5 ปี

      Output

      • บทความ 100 เรื่อง (ตีพิมพ์ในวารสารวิชาการ 26 เรื่อง, นำเสนอในการประชุม/สัมมนา 74 เรื่อง)

      แนวโน้มการนำผลงานไปใช้ประโยชน์ในด้านต่างๆ

      Outcome

      • การนำผลงานไปใช้ประโยชน์ 33 เรื่อง (เชิงวิชาการ 28 เรื่อง, เชิงนโยบาย/บริหาร 0 เรื่อง, เชิงสาธารณะ 3 เรื่อง, เชิงพาณิชย์ 2 เรื่อง)

      รางวัลที่ได้รับ

      Award

      • รางวัลที่ได้รับ 10 เรื่อง (ประกาศเกียรติคุณ/รางวัลนักวิจัย 6 เรื่อง, รางวัลผลงานวิจัย/สิ่งประดิษฐ์ 0 เรื่อง, รางวัลผลงานนำเสนอในการประชุมวิชาการ 4 เรื่อง)


      Scopus h-index

      #Document titleAuthorsYearSourceCited by
      1Collapse behavior of compacted silty clay in suction-monitored oedometer apparatusJotisankasa A., Ridley A., Ridley A., Coop M.2007Journal of Geotechnical and Geoenvironmental Engineering
      133(7),pp. 867-877
      66
      2The mechanical behaviour of an unsaturated compacted silty clayJotisankasa A., Coop M., Ridley A.2009Geotechnique
      59(5),pp. 415-428
      49
      3Effects of grass roots on soil-water retention curve and permeability functionJotisankasa A., Sirirattanachat T.2017Canadian Geotechnical Journal
      54(11),pp. 1612-1622
      36
      4Suction-monitored direct shear testing of residual soils from landslide-prone areasJotisankasa A., Mairaing W.2010Journal of Geotechnical and Geoenvironmental Engineering
      136(3),pp. 533-537
      35
      5The development of a suction control system for a triaxial apparatusJotisankasa A., Coop M., Ridley A.2007Geotechnical Testing Journal
      30(1),pp. 69-75
      23
      6Direct shear testing of clayey sand reinforced with live stakeJotisankasa A., Taworn D.2016Geotechnical Testing Journal
      39(4),pp. 608-623
      18
      7Soil-water retention curves of some silty soils and their relations to fabricsJotisankasa A., Jotisankasa A., Vathananukij H., Coop M.2010Unsaturated Soils: Theoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils
      ,pp. 263-268
      16
      8Influence of the spatial variability of the root cohesion on a slope-scale stability model: a case study of residual soil slope in ThailandNguyen T.S., Likitlersuang S., Jotisankasa A.2019Bulletin of Engineering Geology and the Environment
      78(5),pp. 3337-3351
      15
      9Infiltration and stability of soil slope with vetiver grass subjected to rainfall from numerical modelingJotisankasa A., Mairaing W., Tansamrit S.2014Unsaturated Soils: Research and Applications - Proceedings of the 6th International Conference on Unsaturated Soils, UNSAT 2014
      2,pp. 1241-1247
      14
      10Large simple shear testing of soft Bangkok clay stabilized with soil–cement-columns and its applicationSukpunya A., Jotisankasa A.2016Soils and Foundations
      56(4),pp. 640-651
      12
      11Shear strength of interfaces between unsaturated soils and composite geotextile with polyester yarn reinforcementJotisankasa A., Rurgchaisri N.2018Geotextiles and Geomembranes
      46(3),pp. 338-353
      12
      12Some applications of unsaturated soil mechanics in Thailand: An appropriate technology approachMairaing W., Jotisankasa A., Soralump S.2012Geotechnical Engineering
      43(1),pp. 1-11
      11
      13Shear and soil-water retention behaviour of a variably saturated residual soil and its implication on slope stabilityJotisankasa A., Tapparnich J.2011Unsaturated Soils - Proceedings of the 5th International Conference on Unsaturated Soils
      2,pp. 1249-1254
      8
      14Studies of rainfall-induced landslides in Thailand and SingaporeJotisankasa A., Kulsawan B., Toll D., Toll D., Rahardjo H.2008Unsaturated Soils: Advances in Geo-Engineering - Proceedings of the 1st European Conference on Unsaturated Soils, E-UNSAT 2008
      ,pp. 901-907
      7
      15Stability analysis of vegetated residual soil slope in Thailand under rainfall conditionsNguyen T.S., Nguyen T.S., Likitlersuang S., Jotisankasa A.2018Environmental Geotechnics
      7(5),pp. 338-349
      7
      16Slope stability and pore-water pressure regime in response to rainfall: A case study of granitic fill slope in northern ThailandJotisankasa A., Mahannopkul K., Sawangsuriya A.2015Geotechnical Engineering
      46(1),pp. 45-54
      6
      17Laboratory and field evaluation of modulus-suction-moisture relationship for a silty sand subgradeBarus R.M.N., Jotisankasa A., Chaiprakaikeow S., Sawangsuriya A.2019Transportation Geotechnics
      19,pp. 126-134
      6
      18Influence of root suction on tensile strength of Chrysopogon zizanioides roots and its implication on bioslope stabilizationMahannopkul K., Jotisankasa A.2019Journal of Mountain Science
      16(2),pp. 275-284
      5
      19Influences of root concentration and suction on Chrysopogon zizanioides reinforcement of soilMahannopkul K., Jotisankasa A.2019Soils and Foundations
      59(2),pp. 500-516
      5
      20Identification of potentially expansive soils causing longitudinal cracks along pavement shoulder in central ThailandSawangsuriya A., Jotisankasa A., Vadhanabhuti B., Lousuphap K.20125th Asia-Pacific Conference on Unsaturated Soils 2012
      2,pp. 575-580
      4
      21Field response of an instrumented dyke subjected to rainfallJotisankasa A., Pramusandi S., Nishimura S., Nishimura S., Chaiprakaikeow S.2019Geotechnical Engineering
      50(1),pp. 81-91
      3
      22Unsaturated Shear Strength of a Sri Lankan Residual Soil from a Landslide-Prone Slope and its Relationship with Soil–Water Retention CurveKankanamge L., Jotisankasa A., Hunsachainan N., Kulathilaka A.2018International Journal of Geosynthetics and Ground Engineering
      4(3)
      3
      23Effect of thermal cycles on volumetric behaviour of Bangkok sandSittidumrong J., Jotisankasa A., Chantawarangul K.2019Geomechanics for Energy and the Environment
      20
      3
      24Determining shrinkage cracks based on the small-strain shear modulus-suction relationshipShrestha A., Jotisankasa A., Chaiprakaikeow S., Pramusandi S., Soralump S., Nishimura S.2019Geosciences (Switzerland)
      9(9)
      3
      25Mechanisms of longitudinal cracks along pavement shoulder in central ThailandJotisankasa A., Vadhanabhuti B., Lousuphap K., Sawangsuriya A.20125th Asia-Pacific Conference on Unsaturated Soils 2012
      2,pp. 581-587
      3
      26Investigation of high-seepage zones in slopes using the Groundwater Aeration Sound (GAS) survey technique in ThailandJotisankasa A., Mahannopkul K., Teerachaikulpanich N., Miyashita T., Tada Y.201515th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability
      ,pp. 2539-2543
      2
      27Comparison of erosion susceptibility and slope stability of repaired highway embankmentSawangsuriya A., Jotisankasa A., Sukolrat J., Dechasakulsom M., Mahatumrongchai V., Milindalekha P., Anuvechsirikiat S.2013Geotechnical Special Publication
      (231 GSP),pp. 1912-1921
      2
      28Evaluating slope stability with respect to pore-water pressure and suction variation with rainfall: A case study of fill granitic slope in northern ThailandJotisankasa A., Mahannopkul K., Sawangsuriya A.2014Unsaturated Soils: Research and Applications - Proceedings of the 6th International Conference on Unsaturated Soils, UNSAT 2014
      2,pp. 1235-1240
      2
      29Slope safety preparedness in Southeast Asia for effects of climate changeRahardjo H., Satyanaga A., Hoon K., Sham W.L., Aaron , Ong C.L., Huat B.B.K., Fasihnikoutalab M.H., Asadi A., Rahardjo P.P., Jotisankasa A., Thu T.M., Viet T.T.2017Slope Safety Preparedness for Impact of Climate Change
      ,pp. 289-350
      1
      30Performance of mechanical agitation type of ground-improvement by CAE system using 3-D DEMInazumi S., Jotisankasa A., Nakao K., Chaiprakaikeow S.2020Results in Engineering
      6
      1
      31Effect of root growth on slope hydrology and stability during early plant establishmentKamchoom V., Jotisankasa A.202016th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019
      0
      32Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding GroundInazumi S., Kuwahara S., Jotisankasa A., Chaiprakaikeow S.2020Geotechnical and Geological Engineering
      38(6),pp. 6107-6123
      0
      33Influence of the condition of pullout holes on the surrounding groundKuwahara S., Inazumi S., Jotisankasa A., Chaiprakaikeow S.2020International Journal of Geo-Engineering
      11(1)
      0
      34Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty SandBarus R.M.N., Jotisankasa A., Chaiprakaikeow S., Nontananandh S., Inazumi S., Sawangsuriya A.2020Geotechnical and Geological Engineering
      0
      35Artificial intelligence system for supporting soil classificationInazumi S., Intui S., Jotisankasa A., Chaiprakaikeow S., Kojima K.2020Results in Engineering
      8
      0
      36Investigation of the feasibility of energy piles in Bangkok and their impacts on pile behaviorJotisankasa A., Chantawarangul K., Sittidumrong J., Thangkhumwong K., Aowphitak P., Laohasrisakul P., Chanchayanon T., Aonkam S., Satayanan S.2020E3S Web of Conferences
      205
      0
      37Applicability of mixed solidification material based on inorganic waste as soil stabilizerInazumi S., Intui S., Jotisankasa A., Chaiprakaikeow S., Shinsaka T.2020Case Studies in Construction Materials
      12
      0
      38Quantification of root reinforcement in bio-slope stabilization: Laboratory and field studiesJotisankasa A., Taworn D., Chumchey N., Sukolrat J.2018MATEC Web of Conferences
      195
      0
      39PrefaceNg C., Jotisankasa A.2012Geotechnical Engineering
      43(1)
      0
      40Deterministic modeling of rain-triggered landslides: A case study in Nan Province, ThailandFowze J., Bergado D., Samarakoon L., Voottripruex P., Soralump S., Jotisankasa A.201114th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering
      0
      41Response to discussion of "The development of a suction control system for a triaxial apparatus," by Jotisankasa, A., Coop, M., and Ridley, AJotisankasa A., Coop M., Ridley A.2007Geotechnical Testing Journal
      30(4),pp. 340
      0
      42Field performance of vegetated flapped soil-bag retaining structure along a stream bankJotisankasa A., Mairaing W., Mahannopkul K., Hunsachainan N., Chaingphan D., Palangtanasukit J.202016th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019
      0
      43Errata for "Suction-Monitored Direct Shear Testing of Residual Soils from Landslide-Prone Areas" by Apiniti Jotisankasa and Warakorn MairaingJotisankasa A., Mairaing W.2010Journal of Geotechnical and Geoenvironmental Engineering
      136(9),pp. 1309
      0
      44Some applications of unsaturated soil mechanics in Thailand: An appropriate technology approachMairaing W., Jotisankasa A., Soralump S.20125th Asia-Pacific Conference on Unsaturated Soils 2012
      1,pp. 44-57
      0
      45PrefaceJotisankasa A., Sawangsuriya A., Soralump S., Mairaing W.20125th Asia-Pacific Conference on Unsaturated Soils 2012
      1
      0