Expertise Cloud

Bio slope engineeringBiocharCapillary Barrier SystemCementclimate changeDiatomiteedge crackembankment stabilityexisting pile foundationField investigationFinite element methodfree-free resonant frequency (FFR)GeosyntheticsGeotextilesGround improvementIoT slope monitoring systemlandslideLandslide early warningLandslideslive stakelongitudinal cracklongitudinal shoulder cracksPerformancePermeabilitypore water pressurepore-water pressureProbabilistic analysisRainfallresidual soilroot area ratioRoot reinforcementruzi grassSedimentsseepageShallow slope failureshear strengthShear wave velocityShrink-swell clayslope protectionSlope stabilitysmall-strain shear modulussoil bioengineeringSoil erosionsoil-bioengineeringSoil-water characteristic curvestrengthsuctionsustainable urban developmenttensiometertensiometersthermal conductivityThermal cycleTime-based performancetotal suctionTriaxial teststropical soilUnconfined compressionUnconfined compressive strengthUNSATURATED SOILSurban heat island effectVetiverWater treatment sludgeWeatheringXRDYieldกระสอบแบบมีปี ดินถล่มกระสอบแบบมีปีกกลศาสตร์กลศาสตร์ของดินการกระจายตัวของความชื้นการกัดเซาะการกัดเซาะชายฝั่งทะเลการกัดเซาะดินการกัดเซาะตลิ่งการเกษตรการควบคุมกัดเซาะการตรวจวัดสภาพโครงสร้างการติดตามและการบูรณาการการถ่ายเทความร้อนในดินการทดสอบการทดสอบการเฉือนตรงอย่างง่ายการบันทึกข้อมูลผ่านระบบอินเตอร์เน็ตการบำบัดน้ำการบูรณาการการประเมินความชื้นการป้องกันการกัดเซาะการป้องกันการพังทลายหน้าดินการป้องกันดินถล่มการเปลี่ยนแปลงภูมิอากาศการไหลซึมกำลังเฉือนโครงสร้างทางวิศวกรรมชีววิศวกรรมปฐพีดินถล่มดินไม่อิ่มน้ำปริมาณน้ำฝนระบบเตือนภัยวิศวกรรมปฐพีเสถียรภาพของลาดหญ้าแฝก

Interest


Resource

  • จำนวนหน่วยปฏิบัติการที่เข้าร่วม 1 หน่วย (หัวหน้าหน่วย 1 หน่วย, สมาชิก 0 หน่วย) ดังนี้คือ
  • จำนวนพื้นที่วิจัย 82.72 ตารางเมตร
  • จำนวนเครื่องมือวิจัย 0 ชิ้น
  • สถานที่ปฏิบัติงานวิจัย
    • ห้อง 0 ชั้น 0 อาคารปทุมธานีโมเดล

งานวิจัยในรอบ 5 ปี

Project

งานวิจัยที่อยู่ระหว่างการดำเนินการ
  • ทุนใน 1 โครงการ (หัวหน้าโครงการ 1 โครงการ)
  • ทุนนอก 0 โครงการ
งานวิจัยที่เสร็จสิ้นแล้ว
  • ทุนใน 6 โครงการ (หัวหน้าโครงการ 5 โครงการ, ผู้ร่วมวิจัย 1 โครงการ)
  • ทุนนอก 16 โครงการ (หัวหน้าโครงการ 4 โครงการ, ที่ปรึกษาโครงการ 1 โครงการ, ผู้ประสานงาน 1 โครงการ, ผู้ร่วมวิจัย 10 โครงการ)

แนวโน้มผลงานทั้งหมดเทียบกับแนวโน้มผลงานในรอบ 5 ปี

Output

  • บทความ 153 เรื่อง (ตีพิมพ์ในวารสารวิชาการ 57 เรื่อง, นำเสนอในการประชุม/สัมมนา 96 เรื่อง)
  • ทรัพย์สินทางปัญญา 2 เรื่อง (ลิขสิทธิ์ 0 เรื่อง, เครื่องหมายการค้า 0 เรื่อง, อนุสิทธิบัตร 2 เรื่อง, สิทธิบัตร 0 เรื่อง)
  • สิ่งประดิษฐ์ 0 เรื่อง (ขึ้นทะเบียนพันธุ์พืช หรือพันธุ์สัตว์ หรือสิ่งประดิษฐ์ มก. 0 เรื่อง)
  • Unknown 4 เรื่อง (Unknown 4 เรื่อง)

แนวโน้มการนำผลงานไปใช้ประโยชน์ในด้านต่างๆ

Outcome

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

รางวัลที่ได้รับ

Award

  • รางวัลที่ได้รับ 11 เรื่อง (ประกาศเกียรติคุณ/รางวัลนักวิจัย 6 เรื่อง, รางวัลผลงานวิจัย/สิ่งประดิษฐ์ 1 เรื่อง, รางวัลผลงานนำเสนอในการประชุมวิชาการ 4 เรื่อง)


Scopus h-index

#Document titleAuthorsYearSourceCited by
1Effects of grass roots on soil-water retention curve and permeability functionJotisankasa A., Sirirattanachat T.2017Canadian Geotechnical Journal
54(11),pp. 1612-1622
137
2Influence 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
92
3Collapse 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
92
4The mechanical behaviour of an unsaturated compacted silty clayJotisankasa A., Coop M., Ridley A.2009Geotechnique
59(5),pp. 415-428
71
5Influences of root concentration and suction on Chrysopogon zizanioides reinforcement of soilMahannopkul K., Jotisankasa A.2019Soils and Foundations
59(2),pp. 500-516
62
6Stability 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
60
7Artificial intelligence system for supporting soil classificationInazumi S., Intui S., Jotisankasa A., Chaiprakaikeow S., Kojima K.2020Results in Engineering
8
57
8Suction-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
55
9Shear strength of interfaces between unsaturated soils and composite geotextile with polyester yarn reinforcementJotisankasa A., Rurgchaisri N.2018Geotextiles and Geomembranes
46(3),pp. 338-353
42
10Influence 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
38
11Direct shear testing of clayey sand reinforced with live stakeJotisankasa A., Taworn D.2016Geotechnical Testing Journal
39(4),pp. 608-623
36
12Geotechnical investigation and stability analysis of bio-engineered slope at Surat Thani Province in Southern ThailandOngpaporn P., Jotisankasa A., Likitlersuang S.2022Bulletin of Engineering Geology and the Environment
81(3)
35
13Effect of thermal cycles on volumetric behaviour of Bangkok sandSittidumrong J., Jotisankasa A., Chantawarangul K.2019Geomechanics for Energy and the Environment
20
34
14Large 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
26
15Infiltration 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
26
16The development of a suction control system for a triaxial apparatusJotisankasa A., Coop M., Ridley A.2007Geotechnical Testing Journal
30(1),pp. 69-75
26
17Soil-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
22
18Applicability 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
22
19Some applications of unsaturated soil mechanics in Thailand: An appropriate technology approachMairaing W., Jotisankasa A., Soralump S.2012Geotechnical Engineering
43(1),pp. 1-11
20
20Laboratory 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
19
21Determining 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)
18
22Effects of Chrysopogon zizanioides root biomass and plant age on hydro-mechanical behavior of root-permeated soilsRajamanthri K., Jotisankasa A., Aramrak S.2021International Journal of Geosynthetics and Ground Engineering
7(2)
17
23Mps-Cae Simulation On Dynamic Interaction Between Steel Casing And Existing Pile When Pulling Out Existing PilesInazumi S., Kuwahara S., Jotisankasa A., Chaiprakaikeow S.2020International Journal of GEOMATE
18(70),pp. 68-73
17
24Slope 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
15
25Shear 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
11
26Studies 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
11
27Unsaturated 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)
10
28Investigation of sulfonated solid acid catalysts derived from oil palm kernel shell, corncob, and diatomaceous earth for esterification of ethanol and propanoic acid, characterisation and their performanceTohdee K., Semmad S., Jotisankasa A., Praserthdam P., Jongsomjit B.2021Bioresource Technology Reports
16
10
29Performance 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
9
30Construction 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
9
31Sustainable adsorption of methylene blue onto biochar-based adsorbents derived from oil palm empty fruit branch: Performance and reusability analysisTohdee K., Semmad S., Jotisankasa A., Jongsomjit B., Somsiripan T., Asadullah 2024Bioresource Technology Reports
25
9
32Improvement mechanism of sodium carbonate on traditional composite fillerInazumi S., Kuwahara S., Jotisankasa A., Chaiprakaikeow S.2021Proceedings of the Institution of Civil Engineers: Ground Improvement
174(2),pp. 132-139
8
33Numerical Analysis for Ground Subsidence Caused by Extraction Holes of Removed PilesInazumi S., Kuwahara S., Nontananandh S., Jotisankasa A., Chaiprakaikeow S.2022Applied Sciences (Switzerland)
12(11)
8
34A comparative performance of heterogeneous catalyst derived from diatomaceous earth, empty fruit bunch, and montmorillonite treated by acid and metal oxide for ethyl lactate productionTohdee K., Mukjinda S., Semmad S., Jotisankasa A., Praserthdam P., Jongsomjit B.2023Journal of the Taiwan Institute of Chemical Engineers
7
35Influence of the condition of pullout holes on the surrounding groundKuwahara S., Inazumi S., Jotisankasa A., Chaiprakaikeow S.2020International Journal of Geo-Engineering
11(1)
7
36A coupled simulation of lateral erosion, unsaturated seepage and bank instability due to prolonged high flowSemmad S., Jotisankasa A., Mahannopkul K., Inazumi S.2021Geomechanics for Energy and the Environment
6
37Field response of an instrumented dyke subjected to rainfallJotisankasa A., Pramusandi S., Nishimura S., Nishimura S., Chaiprakaikeow S.2019Geotechnical Engineering
50(1),pp. 81-91
6
38Investigation 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
6
39Identification 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
40Rainfall Infiltration-induced Slope Instability of the Unsaturated Volcanic Residual Soils During Wet Seasons in IndonesiaMuntohar A.S., Ikhsan J., Liao H.J., Jotisankasa A., Jetten V.G.2022Indonesian Journal on Geoscience
9(1),pp. 71-85
4
41PROPERTIES AND PERFORMANCES OF SOIL CEMENT MODIFIED WITH CONCENTRATED PARA-RUBBERKowsura S., Chaiprakaikeow S., Jotisankasa A., Malaikrisanachalee S., Nontananandh S., Nusit K., Sawangsuriya A., Inazumi S.2023International Journal of GEOMATE
24(102),pp. 42-49
4
42Effects 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
4
43Effect 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
3
44Use of geosynthetic clay liner as a remedial measure of claystone degradation in Lam Ta Khong hydropower plantSoralump S., Shrestha A., Jotisankasa A., Thongthamchart C., Isaroran R.2021Geotextiles and Geomembranes
3
45Mechanisms 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
46Quantification of root reinforcement in bio-slope stabilization: Laboratory and field studiesJotisankasa A., Taworn D., Chumchey N., Sukolrat J.2018MATEC Web of Conferences
195
3
47Implementation of Adaptive Network-based Fuzzy Inference for Hybrid Ground Source Heat PumpChuensiri S., Katchasuwanmanee K., Wisessint A., Jotisankasa A., Soralump C., Siriyakorn V., Kerdphol T., Sanposh P.2024IEEE Access
3
48Field evaluation of moisture-suction regime and modulus of geosynthetic-reinforced soil wall with geo-composite side-drainChaiprakaikeow S., Jotisankasa A., Praphatsorn W., Shrestha A., Cheento S., Pramusandi S., Chaisri P., Inazumi S.2024Geotextiles and Geomembranes
52(5),pp. 860-873
3
49Investigating Correlations and the Validation of SMAP-Sentinel L2 and In Situ Soil Moisture in ThailandJotisankasa A., Torsri K., Supavetch S., Sirirodwattanakool K., Thonglert N., Sawangwattanaphaibun R., Faikrua A., Peangta P., Akaranee J.2023Sensors (Basel, Switzerland)
23(21)
3
50Comparison 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
51Evaluating 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
52Slope 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
2
53Investigation 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
2
54Assessment of landslide behaviour in colluvium deposit at Doi Chang, ThailandSoralump S., Shrestha A., Thowiwat W., Sukjaroen R., Chaithong T., Yangsanphu S., Koirala A., Jotisankasa A.2021Scientific Reports
11(1)
2
55Field observations of soil moisture, suction and movement of cornfield in tropical highland with and without vetiver systemJotisankasa A., Jamrueang W., Pramusandi S., Semmad S., Pilumwong J.2023E3S Web of Conferences
382
2
56Influence of Initial Water Content and Water-to-Cement-Ratio on the Strength and Suction Characteristics of Cement-Stabilized Sediments from Drainage CanalThongdetsri T., Nontananandh S., Khumsuprom N., Youdee S., Jotisankasa A., Inazumi S.2024Geotechnical Engineering
55(2),pp. 1-9
1
57A Biomechanical Study of Potential Plants for Erosion Control and Slope Stabilization of Highland in ThailandMairaing W., Jotisankasa A., Leksungnoen N., Hossain M., Ngernsaengsaruay C., Rangsiwanichpong P., Pilumwong J., Pramusandi S., Semmad S., Ahmmed A.N.F.2024Sustainability (Switzerland)
16(15)
1
58Root tensile strength and suction-characteristic as indicators for screening species for slope stabilization in extreme climatesJotisankasa A., Hossain M., Leksungnoen N., Dubois L., Nishimura S.2024Rhizosphere
31
1
59Field 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
1
60Optimization of Geothermal Heat Pump Systems for Sustainable Urban Development in Southeast AsiaChanchayanon T., Chaiprakaikeow S., Jotisankasa A., Inazumi S.2024Smart Cities
7(3),pp. 1390-1413
1
61Physical qualities of acid sulfate soil: its limitations and implications for oil palm productionSrimawong P., Srimawong P., Aramrak S., Chittamart N., Jotisankasa A.2024Soil Science and Plant Nutrition
0
62Development of IoT Slope Monitoring System and its Applications for Kratu-Patong Road Landslide in Phuket, ThailandJotisankasa A., Praphatsorn W., Siriyakorn V., Sanposh P., Janthong I., Tipsuwan Y., Sawangsuriya A., Jitareekul P.2024Geotechnical Engineering
55(1),pp. 74-83
0
63Errata 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
64Some 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
65PrefaceJotisankasa A., Sawangsuriya A., Soralump S., Mairaing W.20125th Asia-Pacific Conference on Unsaturated Soils 2012
1
0
66PrefaceNg C., Jotisankasa A.2012Geotechnical Engineering
43(1)
0
67Deterministic 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
68Response 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
69Influence of Biochar on Unsaturated Hydraulic Characteristics of a Tropical Residual Silty SandHossain M., Jotisankasa A., Aramrak S., Nishimura S., Yodsudyai W.2024International Journal of Geosynthetics and Ground Engineering
10(5)
0
70Hydro-Mechanical Properties of Biochar-Mixed Compacted Clayey SandPetchkaew P., Nishimura S., Jotisankasa A.2025Lecture Notes in Civil Engineering
406 LNCE,pp. 285-293
0
71CEMENT STABILIZATION OF DREDGED SEDIMENTS FROM DRAINAGE CANALS: EFFECT ON PHYSICO-CHEMICAL PROPERTIESNontananandh S., Khumsuprom N., Thongdetsri T., Youdee S., Jotisankasa A., Chaiprakaikeow S., Inazum S.2024International Journal of GEOMATE
27(124),pp. 143-150
0
72The effect of desiccation cracks on water infiltration in landfill cover under extreme climate scenariosApriyono A., Apriyono A., Yuliana Y., Kamchoom V., Leung A.K., Jotisankasa A., Liangtong Z.2025Waste Management
196,pp. 10-21
0
73Sustainable Utilization of Dredged Sediments and Water Treatment Sludges as Construction Materials Through Combined Dewatering and Cement Stabilization TechniquesNontananandh S., Khumsuprom N., Thongdetsri T., Jotisankasa A., Chaiprakaikeow S., Inazumi S.2025Recycling
10(1)
0
74Field Monitoring of Flexible and Rigid Pavement Responses in ThailandSawangsuriya A., Jotisankasa A., Malaikrisanachalee S.2022Lecture Notes in Civil Engineering
164,pp. 191-205
0